Scenario registry — 100-dam programme
Authoritative. Every value is read from the accepted artefact in the primary store
~/final_100_dam_hdfs or recomputed from that dam's own storage curve.
Generated 2026-10-15 23:03.
State of play — generated 2026-10-15 23:03, page auto-refreshes every 2 min
64 dams · 129 earthen + 122 structural + non-failure scenarios currently quotable. Breach-parameter re-runs of 15–16 Aug: all accepted. Roughness defect of 16 Aug: 41 fixed · 0 replacements running — see the defect ledger before quoting any dam listed there. Retired artefacts: 0 superseded (listed at bottom); none present in the store.
rerun not accepted — store still holds the superseded artefact
⚠ L_a outside the relation's fitted range
How to use this registry — report thread, read once (authority, package layout, asset rules — unchanged, click to open)
For the report thread — read this first
What this is. The single authoritative record of every accepted dam-break scenario in the programme: its breach parameters, how they were derived, the volume errors, the modelled and theoretical peak discharges, and the exact file to read results from. It is generated from the accepted artefacts themselves, never typed by hand.
Where the files are. ~/final_100_dam_hdfs — the primary store. Internal,
non-removable, and the only location a report should read from. Every path in the tables below is
relative to it. /Volumes/100dams, GSDSO and GSDSO2 hold
mirrors written from it; they are removable and an unmounted volume reads exactly like an
empty one. Do not read from them.
Each scenario is a complete package.
<Dam>/<run_id>__<canonical>/ is a self-contained, openable
HEC-RAS project — plan, geometry, flow, terrain, LULC, features. Copy that one folder; nothing
needs assembling.
Staleness has been removed, and stays removed. Superseded runs are excluded by
construction — the register retires them and they are never written to the store. Every sync
prunes any file, shared file or empty directory that does not back a current register row. A
scenario being rerun shows pending in every result column rather than its retired values.
Both are enforced in code and verified by
audit_master_store.py --deep, which hashes all 175 results against the
register.
This is the single point of information. Do not look elsewhere. Not the build trees
under *_prep/, not accepted_packages/, not the drives, not an older
copy of a spreadsheet. If a value you need is not here, it has not been accepted yet.
Assets. Received intake material is in _infofiles/ — infofiles,
DEM-correction tables, supplied storage and breach-parameter sheets, breach-location and mesh
images, and MASTERFILE.csv consolidating all of it. Storage curves are in
_storage_curves/, model curve adopted. Inflow hydrographs — the forcing the
runs were driven with — are in _infofiles/ as
<Dam>__inflow_flood_hydrograph.csv and
<Dam>__inflow_baseflow_hydrograph.csv, with peaks consolidated in
INFLOW_HYDROGRAPHS.csv. All 26 dams have both. If an asset you need is missing, ask for
it to be generated — do not substitute, improvise, or take one from a build tree. Known gaps:
mesh.png is absent for Kalubhar, Utavali-G, Vadi and Vadiya.
Why this exists. Parameter errors were found in accepted runs — breach side slopes left vertical on earthen sections, widths rescaled with the wrong exponents, and scenarios carrying another scenario's formation time. Fifteen scenarios were rerun to correct them. This registry was built so that cannot recur unnoticed: every value is regenerated from the accepted artefact and checked against the relation it claims to follow.
The division of responsibility. This registry is authoritative for the model evidence. The report thread is authoritative for interpretation and presentation. Neither should source the other's material from a third place.
| Here — authoritative, do not re-derive | Yours — this registry says nothing about them |
|---|---|
| Breach parameters and their derivation | Salient features table |
| Inflow hydrographs — flood and baseflow, per dam | Hydrograph plots and figures you produce |
| Volume errors, total and 2D | Report structure, captions, narrative |
| Modelled and theoretical peak discharges | Flood maps — depth, velocity, WSE, arrival, hazard |
| Scenario state: inflow, initial level, MSA | LULC and DEM maps (deposit the finals in _maps/) |
| Formulae, citations and declared conventions | PAR and population exposure |
| Accepted HDF path and sha256 | Evacuation routes and the EAP basis |
| Received intake assets and storage curves |
If a number you need sits in the left column, take it from here — do not recompute it from a build tree, and do not carry an older copy forward. If it sits in the right column, it is yours and this registry deliberately stays silent. If it sits in neither, ask.
Deposit your final maps here. _maps/ takes the LULC and DEM maps you
generate — <Dam>__lulc.png and <Dam>__dem.png, one per
dam. Same rule as everything else in this store: overwrite in place when regenerated,
never _v2, _final or a date stamp. A second copy beside the first is how
the wrong one gets picked up. Names must match the dam names used here exactly; the sync reports
any file that does not. If a map does not exist yet, leave the slot empty and ask — do not take
one from a build tree or another release.
Citations must be exact — this is where reports most easily go wrong. The earthen
relations are CWC/CDSO 2018 §4.4.1, reproducing Froehlich (2017a).
Do not cite Froehlich (2008): that is a different family
(0.27 K₀Vw0.32Hb0.04,
tf = 63.2√·) which this programme does not use, and the shared
DBA methodology chapter currently cites it in error. The masonry relation is §4.4.2 and has
no primary source — CWC's own attribution is “Personal Communication to DRIP Project”, and
any report reproducing it must say so. The 15 m monolith is IS 6512:1984 cl. 7.1.2.
Note also that kM means two different factors: 1.0/1.5 in the width
relation, 1.00/1.85 in the peak relation. Carrying one into the other is a category error.
Units. Report all volumes in Mm³ (million cubic metres) — that is how they are
given here. Gross storage is stated in the received infofiles in inconsistent units (Mcft, M.Cum,
and bare numbers); MASTERFILE.csv carries both
gross_storage_Mm3_normalised and gross_storage_unit_as_stated, and the
normalised column is the one to quote. Discharges are m³/s, elevations and lengths metres,
formation time hours.
State conventions, not received data, as such. k = 4 failed bays
is a programme convention — CWC fixes the unit that fails, never how many.
Wavg is a trapezoidal section at 3.0:1 u/s and 2.5:1 d/s, worth about
±8 %. The breach invert rule — curve floor in-channel, local foundation on a flank — is ours;
CWC defines Vw as volume above the final breach bottom but does not say
where that bottom lies.
Dams one row per dam — values that genuinely do not vary by scenario
| Dam | PIC | CRS | Type | FRL m | TOD m | crest W m | spillway m | gross storage Mm³ | earthen dam length m | District | River | catchment km² | HFL m | spillway type | design spillway m³/s | head crest–bed m (adopted) | earthen | struct | reran |
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| Bagad | GJ208MH0743 | EPSG:32642 UTM zone 42N | Earthen dam Roller filled | 60.41 | 66.78 | 6.00 | 242.46 | 11.18 | 2,104.00 | Bhavnagar | Bagad | 145.00 | 63.28 | — | — | 15.23 | 2 | 2 | — |
| Baldeva | GJ04MH0327 | EPSG:32643 UTM zone 43N | Rolled filled Zone type | 141.50 | 146.70 | 5.00 | 198.00 | 7.19 | 1,193.00 | Bharuch | A Tributary of Kim River(Tokari | 29.56 | 143.20 | Ground bar waste weir | 698.00 | 17.70 | 2 | 2 | — |
| Bamathiya-2 | GJ04LH0262 | EPSG:32642 UTM zone 42N | Earthen | 32.16 | 34.75 | 4.00 | 76.20 | 1.18 | 1,189.00 | Jamnagar | Kutch and | 7.12 | 33.07 | ogee | — | 12.75 | 2 | 2 | — |
| Bantwa Kharo | GJ510MH0844 | EPSG:32642 UTM zone 42N | Rolled filled zone type | 16.25 | 19.70 | 5.00 | 183.00 | 8.40 | 5,050.00 | Junagadh | Kharo | 94.05 | 16.25 | ogee | 62,300.00 | 8.60 | 2 | 2 | — |
| Bela | GJ208MH0822 | EPSG:32642 UTM zone 42N | Earthen, Zoned Type with M | 59.44 | 62.80 | 3.05 | 112.80 | 0.85 | 1,018.30 | Kachchh | Bela | 16.80 | 60.80 | Ground Bar (Broad Creasted W | 495.92 | 9.70 | 2 | 2 | 1 |
| Bhimdad | GJ208SH0749 | EPSG:32642 UTM zone 42N | Non overflow type earthen | 104.85 | 109.14 | 3.66 | 109.75 | 10.66 | 716.00 | Botad | Madhu | 111.69 | 107.31 | Broad crested weir / ungated | 975.19 | 18.54 | 3 | 2 | — |
| Daiminisar | GJ04MH0517 | EPSG:32642 UTM zone 42N | Ogee shaped Masonary dam | 75.40 | 82.00 | 6.00 | 135.00 | 10.78 | 3,295.00 | Jamnagar | Dai River | 89.75 | 78.61 | Ogee shaped | 1,982.16 | 16.60 | 2 | 2 | — |
| Dantiwada | GJ04HH0161 | EPSG:32643 UTM zone 43N | Composite (Earthen+Masonry | 184.15 | 187.20 | 7.32 | 165.00 | 397.12 | 3,577.00 | Banas Kantha | Banas | 2,861.84 | 185.64 | Ogee spillway | — | 32.20 | 2 | 3 | — |
| Dhatarwadi-II | GJ208MH0759 | EPSG:32642 UTM zone 42N | Earthen dam with gated oge | 34.41 | 38.50 | 5.00 | 794.40 | 11.26 | 160.00 | Amreli | Dhatarwadi | 764.00 | 34.41 | Ogee gated spillway | 8,370.00 | 12.25 | 4 | 0 | — |
| Dholi | GJ04HH0534 | EPSG:32643 UTM zone 43N | Rolled filled Zone type | 136.00 | 141.00 | 6.00 | 260.00 | 11.72 | 1,020.00 | Bharuch | Narmada river (Madhumati River) | 34.32 | 137.41 | Ground bar waste weir | 847.00 | 29.00 | 2 | 2 | — |
| Dijio | GJ208LH0790 | EPSG:32643 UTM zone 43N | Earthen | 106.45 | 109.70 | 4.50 | 122.00 | 2.38 | 735.00 | Sabarkantha | — | 5.00 | 107.60 | Open Ground Bar | 8,825.00 | 14.20 | 2 | 2 | — |
| Fulzar I | GJ04MH0126 | EPSG:32642 UTM zone 42N | Broad Crested weir cum gro | 24.69 | 29.26 | 4.35 | 304.80 | 12.09 | 1,628.00 | Jamnagar | Fulzar River | 142.45 | 26.52 | Ground Bar | — | 16.16 | 2 | 2 | — |
| Fulzar II | GJ04MH0310 | EPSG:32642 UTM zone 42N | 52.12 | 55.47 | 4.88 | 347.00 | 5.08 | 2,282.00 | Jamnagar | Fulzar | 85.47 | 53.64 | Groundbar Wesr weir | — | 14.57 | 2 | 2 | — | |
| Fulzar KB | GJ04MH0549 | EPSG:32642 UTM zone 42N | Rolled, Filled, homogeous | 95.85 | 101.30 | 6.00 | 136.55 | 14.50 | 5,340.00 | Jamnagar | Fulzar | 106.26 | 98.12 | ogee | 192,670.00 | 18.10 | 2 | 2 | — |
| Ghelo-I | GJ208MH0750 | EPSG:32642 UTM zone 42N | Composite | 166.72 | 170.38 | 4.88 | 213.36 | 10.75 | 717.94 | Amreli | Ghelo (Itariya | 103.60 | 168.55 | Ogee | — | 19.28 | 2 | 2 | — |
| Goma | GJ208MH0751 | EPSG:32642 UTM zone 42N | Earthen | 126.50 | 130.60 | 5.00 | 164.28 | 15.75 | 2,234.75 | Botad | Goma | 155.40 | 128.81 | Ogee shaped without gate | 1,189.29 | 15.60 | 2 | 2 | — |
| Hamirpara | GJ208MH0841 | EPSG:32643 UTM zone 43N | Earthen | 87.80 | 90.30 | 6.00 | 32.30 | 2.02 | 2,205.00 | Bhavnagar | UTAVALI | 33.99 | 87.80 | ogee | 661.00 | 11.40 | 2 | 1 | — |
| Hanol | GJ208HH0744 | EPSG:32642 UTM zone 42N | Zoned earth fill | 90.10 | 93.10 | 5.00 | — | 5.60 | 4,861.80 | Bhavnagar | RAJAWAL | 65.76 | 90.10 | ogee | 1,297.00 | 9.60 | 2 | 2 | — |
| Harnav-2 | GJ208MH0804 | EPSG:32643 UTM zone 43N | Rockfill type compostie da | 332.00 | 336.85 | 7.00 | 43.00 | 21.67 | 284.50 | Sabar Kantha | Harnav | 116.00 | 333.35 | Ogee Shaped Gated Spillway | 2,140.00 | 27.35 | 2 | 1 | — |
| Jaspara-Mandava | GJ208MH0768 | EPSG:32643 UTM zone 43N | Earthen | 40.25 | 43.75 | 6.00 | 142.00 | 3.71 | 1,227.00 | Bhavnagar | JASPARI | 42.85 | 42.25 | ogee | 841.29 | 22.40 | 2 | 2 | 1 |
| Jawanpura | GJ208LH0810 | EPSG:32643 UTM zone 43N | Gated Barrage | 91.00 | 100.57 | — | 171.20 | 2.50 | 171.20 | Sabar Kantha | Meshwo | 1,092.49 | 94.70 | broadcrested weir | — | 19.27 | 0 | 2 | — |
| Kalubhar | GJ04MH0109 | EPSG:32642 UTM zone 42N | Earthen | 60.36 | 66.40 | 6.00 | 182.92 | 18.82 | 4,970.00 | Bhavnagar | Kalubhar | 667.00 | 62.34 | Ogee Shaped | 7,260.24 | 21.40 | 2 | 2 | — |
| Kaniyad | GJ208MH0752 | EPSG:32642 UTM zone 42N | Earthen Rolled Filled Zone | 102.25 | 104.75 | 5.00 | 78.69 | 2.93 | 4,560.00 | Bhavnagar, | Utavali | 33.30 | 102.25 | Masonry Ogee shaped spillway | 962.76 | 9.25 | 2 | 2 | 2 |
| Kankavati | GJ04MH0515 | EPSG:32642 UTM zone 42N | 30.50 | 34.80 | 6.00 | 113.39 | 11.01 | 2,294.00 | Jamnagar | — | 87.05 | 31.68 | Ogee Shaped | — | 12.90 | 2 | 2 | — | |
| Karjan | GJ04VH0470 | EPSG:32643 UTM zone 43N | Masonry/Concrete | 115.25 | 119.70 | — | 171.60 | 581.40 | 903.00 | Narmada | Karjan (Tri. Of Narmada) | 1,403.78 | 116.10 | Ogee | 17,286.00 | 56.90 | 0 | 2 | — |
| Khad Khambhalia | GJ04MH0269 | EPSG:32642 UTM zone 42N | Earthen | 114.10 | 117.50 | 4.00 | 70.00 | — | 370.00 | Jamnagar | Kutch | 16.71 | 115.30 | ground bar | — | 21.20 | 2 | 2 | — |
| Khambhada | GJ208MH0753 | EPSG:32642 UTM zone 42N | Earthen (Rolled Filled Typ | 50.35 | 53.20 | 5.00 | 140.81 | 4.41 | 3,960.00 | Botad | Utavali | 116.55 | 50.50 | Ogee shape gated waste weir | 1,816.62 | 9.50 | 2 | 2 | 1 |
| Kharo | GJ208MH0770 | EPSG:32642 UTM zone 42N | Earthen & Masonry | 54.12 | 57.75 | 6.00 | 163.00 | 12.24 | 1,925.00 | Bhavnagar | KHARO | 241.06 | 54.25 | ogee | 3,592.00 | 13.10 | 2 | 2 | 1 |
| Khodiyar | GJ208MH0760 | EPSG:32642 UTM zone 42N | Composite Masonry with Ear | 202.68 | 207.57 | 6.00 | 106.68 | 30.81 | 213.97 | Amreli | SHETRUNJI | 383.30 | 202.68 | — | 2,409.00 | 27.75 | 2 | 2 | 2 |
| Lakhanka | GJ208MH0769 | EPSG:32643 UTM zone 43N | TE | 44.22 | 47.48 | 6.00 | 43.89 | 3.74 | 1,585.00 | Bhavnagar | MALESHRI | 49.94 | 44.98 | ogee | 1,182.00 | 11.98 | 2 | 2 | — |
| Madhuvanti | GJ04HH0292 | EPSG:32642 UTM zone 42N | Earthen dam | 165.19 | 169.46 | 6.10 | 182.87 | 13.06 | 1,036.00 | Junagadh | Madhuvanti | 45.32 | 167.02 | Ogee-shaped gated spillway | 26,500.00 | 22.46 | 2 | 2 | — |
| Malpara | GJ208LH0755 | EPSG:32642 UTM zone 42N | Earthen | 78.10 | 81.10 | 6.00 | 90.28 | 6.90 | 2,742.00 | Bhavnagar | Sitapari | 112.64 | 78.10 | ogee | 75,856.62 | 11.10 | 2 | 2 | 1 |
| Mota Kotada | GJ208LH0792 | EPSG:32643 UTM zone 43N | 178.60 | 183.75 | 4.00 | 64.00 | 3.28 | 695.00 | Sabar Kantha | — | 20.47 | 181.05 | open ground bar type | — | 14.75 | 2 | 2 | — | |
| Mukteshwar | GJ04HH0583 | EPSG:32643 UTM zone 43N | Earthen & Masonary | 201.65 | 205.60 | 7.50 | 103.94 | 40.00 | 460.00 | Banas Kantha | Saraswati | 306.00 | 202.12 | Ogee Shaped Spillway | 4,698.00 | 17.80 | 2 | 2 | 2 |
| Munjiyasar | GJ208MH0761 | EPSG:32642 UTM zone 42N | Earthen | 62.95 | 66.60 | 4.89 | 365.74 | 520.33 | 4,236.00 | Amreli | SATALI | 101.78 | 64.46 | GROUNDBAR OPEN WASTE WEIR | 1,184.00 | 12.90 | 2 | 2 | 1 |
| Phophal 2 | GJ217MH0719 | EPSG:32642 UTM zone 42N | Earthen | 129.34 | 134.35 | 6.00 | 110.00 | 6.36 | 3,200.00 | Jamnagar | Phophal | 60.99 | 132.34 | ogee | — | 12.75 | 2 | 2 | — |
| Pigut | GJ04MH0414 | EPSG:32643 UTM zone 43N | Rolled filled Zone type | 139.70 | 144.85 | 6.00 | 125.00 | 7.02 | 1,345.00 | Bharuch | A Tributary of River Kim (Tokari River) | 21.25 | 141.34 | Ground bar waste weir | 10,063.00 | 15.85 | 2 | 2 | — |
| Pingali | GJ208MH0746 | EPSG:32642 UTM zone 42N | TE | 51.30 | 53.35 | 6.00 | 43.90 | 2.07 | 1,756.10 | Bhavnagar | UTAVALI | 53.20 | 51.30 | Gated ogee | 1,061.00 | 14.05 | 2 | 2 | — |
| Puna | GJ04MH0084 | EPSG:32642 UTM zone 42N | earthen | 24.39 | 27.83 | 4.87 | 533.40 | 7.85 | 1,432.00 | Jamnagar | Puna | 137.00 | 25.60 | Ground bar waste weir | — | 8.93 | 2 | 2 | — |
| Raidy | GJ208MH0762 | EPSG:32642 UTM zone 42N | Rolled filled type | 50.85 | 54.35 | 6.00 | 102.35 | 6.93 | 1,540.00 | Amreli | Raidy | 142.40 | 50.85 | Ogee shaped gated weir | 2,265.00 | 13.30 | 2 | 2 | — |
| Rajawal | GJ208MH0771 | EPSG:32642 UTM zone 42N | Earthen & Masonry | 56.75 | 62.03 | 6.00 | 95.00 | 30.12 | 3,570.00 | Bhavnagar | RAJAWAL | 287.00 | 58.48 | ogee | 4,294.00 | 17.43 | 2 | 2 | — |
| Rami | GJ04MH0353 | EPSG:32643 UTM zone 43N | Rolled filled type (earthe | 196.35 | 200.31 | 3.60 | 220.98 | 7.08 | 850.00 | Chhota Udaipur | Rami | 24.68 | 197.87 | Ground bar waste weir | — | 17.31 | 2 | 1 | — |
| Ranghola | GJ208MH0747 | EPSG:32642 UTM zone 42N | EARTHEN | 62.50 | 64.94 | 6.10 | 548.28 | 36.81 | 3,277.44 | Bhavnagar | Rangholi | 370.77 | 62.83 | broad crested | — | 13.84 | 2 | 2 | 1 |
| Rangmati | GJ04MH0431 | EPSG:32642 UTM zone 42N | Rolled filled zone type | 43.20 | 46.00 | 6.00 | 55.10 | 3.36 | 2,764.54 | Jamnagar | Rangmati | 70.00 | 43.20 | Ogee Shaped with Radial Gate | — | 10.20 | 2 | 2 | — |
| Ruparel | GJ04MH0590 | EPSG:32642 UTM zone 42N | Rolled Filled Zone Type | 48.20 | 51.85 | 6.00 | 142.10 | 4.73 | 2,770.31 | Jamnagar | Ruparel | 52.19 | 50.20 | Ogee Shape, | 898.00 | 12.15 | 2 | 2 | — |
| Rupavati | GJ04LH0572 | EPSG:32642 UTM zone 42N | Rolled filled zone type | 77.30 | 80.30 | 5.00 | 164.00 | 2.19 | 2,170.00 | Jamnagar | — | 38.46 | 78.80 | ogee | — | 11.50 | 2 | 2 | — |
| Sabli | GJ04MH0628 | EPSG:32642 UTM zone 42N | Rolled Fill Zone Type | 43.75 | 46.90 | 5.00 | 125.00 | 4.09 | 4,235.00 | Junagadh | Sabli | 67.93 | 43.75 | ogee | — | 13.70 | 2 | 2 | — |
| Sapda | GJ04MH0178 | EPSG:32642 UTM zone 42N | 32.77 | 35.96 | 3.66 | 344.40 | 6.29 | 213.40 | Jamnagar | Bhagerl- Tributary of Ruparel | 51.80 | 34.14 | Ground Bar | — | 13.96 | 2 | 2 | — | |
| Sasoi | GJ04MH0086 | EPSG:32642 UTM zone 42N | Rolled filled zone type | 28.95 | 32.31 | 6.85 | 1,036.00 | 37.97 | 3,767.33 | Jamnagar | Sasoi | 562.00 | 30.48 | Ungated east and west channe | 2,922.00 | 12.11 | 2 | 2 | — |
| Surajwadi | GJ208MH0764 | EPSG:32642 UTM zone 42N | Earthen | 50.29 | 54.26 | 3.96 | 320.00 | 9.79 | 1,003.00 | Amreli | Surajwadi | 138.31 | 51.80 | Broad Crested weir + Ground | — | 11.71 | 2 | 2 | — |
| Thebi | GJ208MH0765 | EPSG:32642 UTM zone 42N | Rolled filled type zonal E | 126.00 | 129.30 | 5.00 | 136.58 | — | 4,860.00 | Amreli | Thebi | 224.12 | 126.44 | Ogee shaped gated weir | 3,795.00 | 11.60 | 2 | 2 | — |
| Umiyasagar | GJ04MH0636 | EPSG:32642 UTM zone 42N | Rolled fill zone type | 71.05 | 80.15 | 5.00 | 217.63 | 2.77 | 1,050.00 | Jamnagar | Venu | 469.33 | 73.63 | ogee | 6,119.00 | 15.25 | 2 | 2 | — |
| Und I | GJ04MH0490 | EPSG:32642 UTM zone 42N | Zoned type rolled filled | 98.00 | 105.30 | 6.00 | 218.88 | 72.50 | 6,022.00 | Jamnagar | — | 769.00 | 100.00 | Gated Ogee type. | — | 20.44 | 2 | 2 | — |
| Und III | GJ04LH0702 | EPSG:32642 UTM zone 42N | Rolled Filled zone E-Dam w | 110.60 | 115.10 | 6.00 | 123.00 | 4.69 | 2,670.00 | Jamnagar | Manvar trybutary of Und | 55.42 | 113.10 | Ogee shaped with solid rolle | 1,047.71 | 15.48 | 2 | 2 | — |
| Utavali-G | GJ208MH0757 | EPSG:32642 UTM zone 42N | Composite | 49.30 | 51.50 | 6.00 | 304.19 | 9.01 | 4,975.81 | Botad | Utavali | 205.13 | 49.30 | ogee shaped | 3,892.00 | 8.55 | 2 | 2 | — |
| Vadi | GJ208MH0766 | EPSG:32642 UTM zone 42N | Composite | 134.00 | 136.95 | 6.00 | 90.23 | 10.38 | 6,990.00 | Amreli | Vadi. | 116.80 | 134.00 | Ogee shaped gated weir | 2,195.44 | 12.15 | 2 | 2 | — |
| Vadiya | GJ208MH0767 | EPSG:32642 UTM zone 42N | Rolled filled Zonal type e | 130.25 | 133.75 | 6.00 | 55.50 | 5.37 | 2,660.00 | Amreli | SURVO | 63.58 | 130.25 | Ogee crest gated spillway ty | 1,556.00 | 13.15 | 2 | 2 | — |
| Vagadi | GJ208MH0787 | EPSG:32643 UTM zone 43N | 44.50 | 48.50 | 4.50 | 32.00 | 0.80 | 470.00 | Sabarkantha | — | 3.50 | 46.35 | Chute Fall type (broad crest | 6,144.00 | 11.00 | 2 | 2 | — | |
| Vaidy | GJ208MH0807 | EPSG:32643 UTM zone 43N | Earthen Dam ( Rolled Fille | 199.20 | 204.10 | 6.00 | 122.00 | 9.29 | 1,008.00 | Sabarkantha | suron | 56.00 | 201.10 | Ground Bar Waste weir ( Broa | 90.00 | 17.10 | 2 | 2 | 1 |
| Varanshi | GJ208LH0813 | EPSG:32643 UTM zone 43N | Rolled Fill Zone Type | 81.00 | 82.70 | 5.00 | 159.68 | 3.18 | 1,560.00 | Kheda | Varanshi | 233.10 | 81.20 | Ogee gated spillway | 1,503.00 | 13.70 | 4 | 0 | 2 |
| Vijarkhi | GJ04LH0008 | EPSG:32642 UTM zone 42N | 30.48 | 32.92 | 7.92 | 304.80 | 11.09 | 1,344.17 | Jamnagar | Vijarkhi river | 31.08 | 31.39 | Broad Crested Clear Overfall | — | 14.92 | 2 | 2 | — | |
| Vrajmi | GJ04LH0477 | EPSG:32642 UTM zone 42N | 94.00 | 97.86 | 6.00 | 101.86 | 10.04 | 3,110.00 | Junagadh | Vrajmi | 51.84 | 94.36 | ogee | — | 18.86 | 2 | 2 | — | |
| Wagadia | GJ217LH0721 | EPSG:32642 UTM zone 42N | Rolled filled zone type | 62.05 | 65.30 | 5.00 | 207.00 | 1.93 | 475.50 | Jamnagar | Nani Fulzar | 23.10 | 63.80 | Ogee Shaped with straight ap | — | 12.10 | 2 | 2 | — |
| Wodisang | GJ04MH0553 | EPSG:32642 UTM zone 42N | Rolled filled zone type | 76.50 | 80.90 | 5.00 | 371.70 | 7.10 | 2,263.30 | Jamnagar | Fulzar | 229.21 | 79.00 | Ogee shaped with solid rolle | — | 15.20 | 2 | 2 | — |
Earthen breach scenarios one row per scenario
| Dam | Run id | Canonical | Mode | Scenario state | Breach parameters — CWC §4.4.1 | Volume error % | Peak discharge m³/s | Status | HDF in primary | |||||||||||||||||
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| inflow | initial m | MSA m | connection | station | span along conn. | invert | H_b | H_w | V_w Mm³ | W_b | t_f h | m | W_avg | L_a † | total | 2D | modelled | Q_emp | Q_semi | Q_max | ||||||
| Bagad | S_EG_00 | S02-FW-PIP | piping | fair weather (baseflow) | 60.41 | 59.95 | Perimeter 1 To S | 1,081.97 | 1,061.09 – 1,102.85 of 2,206 | 51.55 | 15.23 | 8.86 | 10.84 | 41.77 | 1.15 | 0.60 | 47.88 | 2,206.26 | 0.2400 | 0.0400 | 1,544.88 | 1,325.64 | 1,594.06 | 3,235.84 | retained | Bagad/S_EG_00__S02-FW-PIP/bagad_project.p01.hdf |
| Bagad | S_EG_03 | S05-DF-PIP | piping | design flood (IDF) | 60.41 | 63.33 | Perimeter 1 To S | 1,081.97 | 1,052.04 – 1,111.90 of 2,206 | 51.55 | 15.23 | 11.73 | 27.01 | 59.87 | 1.82 | 0.60 | 47.88 | 2,206.26 | 0.0500 | 0.0100 | 3,182.65 | 2,407.32 | 3,585.25 | 6,442.72 | retained | Bagad/S_EG_03__S05-DF-PIP/bagad_project.p01.hdf |
| Baldeva | S_EG_00 | S02-FW-PIP | piping | fair weather (baseflow) | 141.50 | 141.13 | Perimeter 1 To S | 970.58 | 953.69 – 987.47 of 2,012 | 129.00 | 17.70 | 12.50 | 7.19 | 33.78 | 0.81 | 0.60 | 53.67 | 2,012.18 | 0.1000 | 0.0400 | 1,670.72 | 1,434.50 | 2,096.52 | 4,746.06 | retained | Baldeva/S_EG_00__S02-FW-PIP/baldeva_project.p01.hdf |
| Baldeva | S_EG_03 | S05-DF-PIP | piping | design flood (IDF) | 141.50 | 142.75 | Perimeter 1 To S | 970.58 | 951.55 – 989.61 of 2,012 | 129.00 | 17.70 | 13.74 | 9.48 | 38.06 | 0.93 | 0.60 | 53.67 | 2,012.18 | 0.1200 | 0.0400 | 2,348.63 | 1,726.88 | 2,755.86 | 5,985.39 | retained | Baldeva/S_EG_03__S05-DF-PIP/baldeva_project.p01.hdf |
| Bamathiya-2 | S_EG_00 | S02-FW-PIP | piping | fair weather (baseflow) | 32.16 | 31.64 | Perimeter 1 To S | 648.59 | 638.76 – 658.42 of 1,217 | 25.72 | 9.03 | 6.44 | 1.30 | 19.66 | 0.67 | 0.60 | 28.82 | 1,216.72 | 0.3600 | 0.0200 | 363.18 | 279.59 | 460.43 | 1,022.25 | retained | Bamathiya-2/S_EG_00__S02-FW-PIP/bamathiya_2_project.p01.hdf |
| Bamathiya-2 | S_EG_03 | S05-DF-PIP | piping | design flood (IDF) | 32.16 | 32.98 | Perimeter 1 To S | 648.59 | 637.56 – 659.62 of 1,217 | 25.72 | 9.03 | 7.33 | 1.71 | 22.07 | 0.77 | 0.60 | 28.82 | 1,216.72 | 0.1800 | 0.0100 | 510.16 | 342.19 | 638.67 | 1,360.84 | retained | Bamathiya-2/S_EG_03__S05-DF-PIP/bamathiya_2_project.p01.hdf |
| Bantwa Kharo | S_EG_00 | S02-FW-PIP | piping | fair weather (baseflow) | 16.25 | 16.25 | Perimeter 1 To S | 3,093.56 | 3,072.52 – 3,114.60 of 5,050 | 12.91 | 6.79 | 3.34 | 8.08 | 42.09 | 2.23 | 0.60 | 23.67 | 5,050.37 | 0.0800 | 0.0300 | 314.27 | 402.83 | 573.53 ⚠ | 921.49 | retained | Bantwa Kharo/S_EG_00__S02-FW-PIP/Bantwakharo.p01.hdf |
| Bantwa Kharo | S_EG_02 | S04-DF-OT | overtop | design flood (IDF) | 16.25 | 19.82 | Perimeter 1 To S | 3,093.56 | 3,048.05 – 3,139.07 of 5,050 | 12.91 | 6.79 | 6.79 | 22.78 | 91.01 | 3.74 | 1.00 | 23.67 | 5,050.37 | 0.0700 | 0.0300 | 1,697.43 | 1,783.73 | 3,331.11 ⚠ | 4,778.27 | retained | Bantwa Kharo/S_EG_02__S04-DF-OT/Bantwakharo.p01.hdf |
| Bela | S_EG_00 | S02-FW-PIP | piping | fair weather (baseflow) | 59.44 | 59.38 | SA2D Conn 1 | 650.00 | 642.00 – 658.00 of 1,230 | 53.10 | 9.70 | 6.34 | 0.85 | 15.99 | 0.51 | 0.60 | 29.72 | 1,229.79 | 2.8300 | 0.0200 | 350.10 | 240.32 | 363.27 | 872.14 | retained | Bela/S_EG_00__S02-FW-PIP/Bela.p01.hdf |
| Bela | S_EG_03 | S05-DF-PIP | piping | design flood (IDF) | 59.44 | 60.48 | SA2D Conn 1 | 650.00 | 640.54 – 659.46 of 1,230 | 53.10 | 9.70 | 7.35 | 1.25 | 18.93 | 0.61 | 0.60 | 29.72 | 1,229.79 | 1.0700 | 0.2300 | 477.31 | 312.63 | 548.65 | 1,239.49 | reran · accepted | Bela/S_EG_03__S05-DF-PIP/Bela.p01.hdf |
| Bhimdad | S_E_00 | S02-FW-PIP | piping | fair weather (baseflow) | 104.85 | 104.69 | Perimeter 1 To S | 2,000.00 | 1,980.26 – 2,019.74 of 2,149 | 90.60 | 18.54 | 14.25 | 10.66 | 39.49 | 0.94 | 0.60 | 54.65 | 2,149.09 | 0.3400 | 0.1100 | 2,867.28 | 1,946.52 | 3,076.85 | 6,606.53 | retained | Bhimdad/S_E_00__S02-FW-PIP/bhimdad_project.p01.hdf |
| Bhimdad | S_E_02 | S04-DF-OT | overtop | design flood (IDF) | 104.85 | 109.20 | Perimeter 1 To S | 2,000.00 | 1,955.57 – 2,044.43 of 2,149 | 90.60 | 18.54 | 18.54 | 30.17 | 88.86 | 1.58 | 1.00 | 54.65 | 2,149.09 | 0.0400 | 0.1400 | 8,148.94 | 6,910.94 | 9,551.66 | 17,774.94 | retained | Bhimdad/S_E_02__S04-DF-OT/bhimdad_project.p01.hdf |
| Bhimdad | S_E_06_SAD01 | S10-SAD-OT | overtop | saddle dam | 104.85 | 109.55 | Perimeter 1 To S | 603.57 | 560.60 – 646.54 of 2,149 | 105.36 | 3.78 | 3.78 | 17.59 | 85.94 | 5.90 | 1.00 | 14.06 | 2,149.09 | 0.0800 | 0.1000 | 458.25 | 833.64 | 1,165.64 | 1,476.52 | retained | Bhimdad/S_E_06_SAD01__S10-SAD-OT/bhimdad_project.p01.hdf |
| Daiminisar | S_EG_00 | S02-FW-PIP | piping | fair weather (baseflow) | 75.40 | 75.34 | Perimeter 1 To S | 1,647.50 | 1,627.08 – 1,667.92 of 3,834 | 65.40 | 16.60 | 10.00 | 10.78 | 40.85 | 1.05 | 0.60 | 51.65 | 3,833.93 | 0.2400 | 0.0300 | 1,819.13 | 1,489.71 | 2,142.91 | 4,495.13 | retained | Daiminisar/S_EG_00__S02-FW-PIP/daiminisar_project.p01.hdf |
| Daiminisar | S_EG_03 | S05-DF-PIP | piping | design flood (IDF) | 75.40 | 78.85 | Perimeter 1 To S | 1,647.50 | 1,620.29 – 1,674.71 of 3,834 | 65.40 | 16.60 | 13.40 | 21.69 | 54.42 | 1.50 | 0.60 | 51.65 | 3,833.93 | 0.2300 | 0.1700 | 3,349.83 | 2,446.33 | 4,554.94 | 8,698.56 | retained | Daiminisar/S_EG_03__S05-DF-PIP/daiminisar_project.p01.hdf |
| Dantiwada | S02_FW_PIP | S02-FW-PIP | piping | fair weather (baseflow) | 184.15 | 184.15 | Perimeter 1 To S | 3,410.00 | 3,334.99 – 3,485.01 of 5,355 | 155.00 | 32.20 | 29.15 | 399.07 | 150.01 | 3.30 | 0.60 | 95.87 | 5,354.61 | 0.0800 | 0.0200 | 29,258.89 | 23,935.61 | 37,760.09 ⚠ | 63,004.53 | retained | Dantiwada/S02_FW_PIP__S02-FW-PIP/dantiwada_project.p01.hdf |
| Dantiwada | S04_DF_OT | S04-DF-OT | overtop | design flood (IDF) | 184.15 | 187.64 | Perimeter 1 To S | 3,410.00 | 3,287.24 – 3,532.76 of 5,355 | 155.00 | 32.20 | 32.20 | 521.60 | 245.51 | 3.77 | 1.00 | 95.87 | 5,354.61 | 0.0300 | 0.0100 | 51,641.61 | 53,207.11 | 65,086.63 ⚠ | 105,338.98 | retained | Dantiwada/S04_DF_OT__S04-DF-OT/dantiwada_project.p01.hdf |
| Dhatarwadi-II | S_EG_00 | S02-FW-PIP | piping | fair weather (baseflow) | 34.41 | 36.09 | Perimeter 1 To S | 1,061.50 | 1,034.88 – 1,088.12 of 3,508 | 26.25 | 12.25 | 9.83 | 18.29 | 53.25 | 1.86 | 0.60 | 38.69 | 3,507.69 | 0.2400 | 0.0100 | 677.01 | 1,579.54 | 2,967.26 | 5,168.50 | retained | Dhatarwadi-II/S_EG_00__S02-FW-PIP/dhatarwadi_project.p01.hdf |
| Dhatarwadi-II | S_EG_02 | S04-DF-OT | overtop | design flood (IDF) | 34.41 | 40.72 | Perimeter 1 To S | 1,061.50 | 1,014.97 – 1,108.03 of 3,508 | 26.25 | 12.25 | 12.25 | 28.44 | 93.05 | 2.32 | 0.00 | 38.69 | 3,507.69 | 0.0500 | 0.0200 | 2,808.55 | 4,066.76 | 6,192.92 | 10,229.55 | retained | Dhatarwadi-II/S_EG_02__S04-DF-OT/dhatarwadi_project.p01.hdf |
| Dhatarwadi-II | S_EG_05_SBL | S08-SO-L | overtop | spillway opening | 34.41 | 40.49 | Perimeter 1 To S | 198.44 | 158.86 – 238.01 of 3,508 | 26.25 | 12.25 | 8.16 | 11.26 | 79.16 | 1.46 | 0.00 | 38.69 | 3,507.69 | 0.0100 | 0.0100 | 3,749.27 | 2,088.44 | 2,672.19 | 4,950.24 | retained | Dhatarwadi-II/S_EG_05_SBL__S08-SO-L/dhatarwadi_project.p01.hdf |
| Dhatarwadi-II | S_EG_05_SBR | S09-SO-H | overtop | spillway opening | 34.41 | 40.60 | Perimeter 1 To S | 766.55 | 726.97 – 806.13 of 3,508 | 26.25 | 12.25 | 8.16 | 11.26 | 79.16 | 1.46 | 0.00 | 38.69 | 3,507.69 | 0.0100 | 0.0100 | 3,110.51 | 2,088.44 | 2,672.19 | 4,950.24 | retained | Dhatarwadi-II/S_EG_05_SBR__S09-SO-H/dhatarwadi_project.p01.hdf |
| Dholi | S_EG_00 | S02-FW-PIP | piping | fair weather (baseflow) | 136.00 | 134.04 | Perimeter 1 To S | 47.50 | 30.07 – 64.93 of 1,814 | 112.00 | 29.00 | 24.00 | 11.73 | 34.85 | 0.63 | 0.60 | 85.75 | 1,814.28 | 0.0100 | 0.0200 | 5,387.22 | 3,499.19 | 5,205.73 | 13,661.82 | retained | Dholi/S_EG_00__S02-FW-PIP/dholi_project.p01.hdf |
| Dholi | S_EG_03 | S05-DF-PIP | piping | design flood (IDF) | 136.00 | 137.30 | Perimeter 1 To S | 47.50 | 28.19 – 66.81 of 1,814 | 112.00 | 29.00 | 25.30 | 14.45 | 38.62 | 0.70 | 0.60 | 85.75 | 1,814.28 | 0.0300 | 0.0200 | 5,459.97 | 3,988.85 | 6,265.30 | 15,878.64 | retained | Dholi/S_EG_03__S05-DF-PIP/dholi_project.p01.hdf |
| Dijio | S_EG_00 | S02-FW-PIP | piping | fair weather (baseflow) | 106.45 | 104.88 | Perimeter 1 To S | 618.00 | 608.36 – 627.64 of 929 | 96.62 | 13.08 | 9.65 | 1.64 | 19.27 | 0.52 | 0.60 | 40.47 | 928.71 | 0.2400 | 0.1300 | 783.88 | 493.00 | 711.53 | 1,788.75 | retained | Dijio/S_EG_00__S02-FW-PIP/Dijio.p01.hdf |
| Dijio | S_EG_03 | S05-DF-PIP | piping | design flood (IDF) | 106.45 | 107.56 | Perimeter 1 To S | 618.00 | 606.97 – 629.03 of 929 | 96.62 | 13.08 | 10.93 | 2.18 | 22.07 | 0.60 | 0.60 | 40.47 | 928.71 | 0.1500 | 0.0700 | 1,040.29 | 605.26 | 995.67 | 2,396.96 | retained | Dijio/S_EG_03__S05-DF-PIP/Dijio.p01.hdf |
| Fulzar I | S_EG_00 | S02-FW-PIP | piping | fair weather (baseflow) | 24.69 | 24.61 | Perimeter 1 To S | 1,298.44 | 1,276.89 – 1,319.99 of 1,944 | 13.10 | 16.16 | 11.59 | 12.10 | 43.10 | 1.15 | 0.60 | 48.79 | 1,944.44 | 0.1400 | 0.0100 | 2,279.76 | 1,695.90 | 2,432.05 | 4,891.33 | retained | Fulzar I/S_EG_00__S02-FW-PIP/Fulzar-I.p01.hdf |
| Fulzar I | S_EG_03 | S05-DF-PIP | piping | design flood (IDF) | 24.69 | 27.95 | Perimeter 1 To S | 1,298.44 | 1,269.74 – 1,327.14 of 1,944 | 13.10 | 16.16 | 14.82 | 24.83 | 57.40 | 1.64 | 0.60 | 48.79 | 1,944.44 | 0.0400 | 0.0100 | 3,984.20 | 2,747.31 | 4,794.89 | 8,765.71 | retained | Fulzar I/S_EG_03__S05-DF-PIP/Fulzar-I.p01.hdf |
| Fulzar II | S_EG_00 | S02-FW-PIP | piping | fair weather (baseflow) | 52.12 | 51.80 | Perimeter 1 To S | 1,872.00 | 1,856.59 – 1,887.41 of 3,553 | 40.90 | 14.57 | 11.22 | 5.09 | 30.81 | 0.82 | 0.60 | 44.95 | 3,553.28 | 0.4300 | 0.1000 | 1,282.01 | 1,003.30 | 2,017.77 | 4,448.29 | retained | Fulzar II/S_EG_00__S02-FW-PIP/fulzar_2_project.p01.hdf |
| Fulzar II | S_EG_03 | S05-DF-PIP | piping | design flood (IDF) | 52.12 | 53.44 | Perimeter 1 To S | 1,872.00 | 1,854.21 – 1,889.79 of 3,553 | 40.90 | 14.57 | 12.51 | 7.16 | 35.58 | 0.98 | 0.60 | 44.95 | 3,553.28 | 0.1000 | 0.0400 | 1,978.22 | 1,256.87 | 2,783.19 | 5,830.96 | retained | Fulzar II/S_EG_03__S05-DF-PIP/fulzar_2_project.p01.hdf |
| Fulzar KB | S_EG_00 | S02-FW-PIP | piping | fair weather (baseflow) | 95.85 | 95.85 | Perimeter 1 To S | 2,468.59 | 2,445.98 – 2,491.20 of 5,357 | 83.20 | 18.10 | 12.65 | 14.50 | 45.23 | 1.12 | 0.60 | 55.77 | 5,356.67 | 0.1700 | 0.0100 | 2,921.62 | 2,061.27 | 3,695.02 ⚠ | 7,677.52 | retained | Fulzar KB/S_EG_00__S02-FW-PIP/fulzarkb.p01.hdf |
| Fulzar KB | S_EG_02 | S04-DF-OT | overtop | design flood (IDF) | 95.85 | 101.52 | Perimeter 1 To S | 2,468.59 | 2,420.87 – 2,516.31 of 5,357 | 83.20 | 18.10 | 18.10 | 35.65 | 95.44 | 1.75 | 1.00 | 55.77 | 5,356.67 | 0.0400 | 0.0100 | 7,746.64 | 7,151.60 | 12,574.69 ⚠ | 23,110.84 | retained | Fulzar KB/S_EG_02__S04-DF-OT/fulzarkb.p01.hdf |
| Ghelo-I | S_EG_00 | S02-FW-PIP | piping | fair weather (baseflow) | 166.72 | 163.97 | Perimeter 1 To S | 94.89 | 75.29 – 114.49 of 744 | 151.10 | 19.28 | 15.62 | 10.75 | 39.20 | 0.91 | 0.60 | 57.90 | 743.72 | 0.3800 | 0.0700 | 3,164.66 | 2,078.25 | 2,574.71 | 5,672.55 | retained | Ghelo-I/S_EG_00__S02-FW-PIP/ghelo_project.p01.hdf |
| Ghelo-I | S_EG_03 | S05-DF-PIP | piping | design flood (IDF) | 166.72 | 169.79 | Perimeter 1 To S | 94.89 | 67.83 – 121.95 of 744 | 151.10 | 19.28 | 18.68 | 23.29 | 54.11 | 1.33 | 0.60 | 57.90 | 743.72 | 0.1100 | 0.0200 | 5,824.09 | 3,344.72 | 4,727.68 | 9,324.37 | retained | Ghelo-I/S_EG_03__S05-DF-PIP/ghelo_project.p01.hdf |
| Goma | S_EG_00 | S02-FW-PIP | piping | fair weather (baseflow) | 126.50 | 125.94 | Perimeter 1 To S | 714.50 | 689.66 – 739.34 of 2,980 | 115.00 | 15.60 | 11.50 | 16.91 | 49.68 | 1.40 | 0.60 | 47.90 | 2,979.91 | 0.1600 | 0.0600 | 2,126.73 | 1,937.59 | 3,137.72 | 5,989.50 | retained | Goma/S_EG_00__S02-FW-PIP/goma_project.p01.hdf |
| Goma | S_EG_03 | S05-DF-PIP | piping | design flood (IDF) | 126.50 | 130.58 | Perimeter 1 To S | 714.50 | 679.67 – 749.33 of 2,980 | 115.00 | 15.60 | 15.54 | 40.54 | 69.65 | 2.17 | 0.60 | 47.90 | 2,979.91 | 0.2300 | 0.2100 | 5,320.93 | 3,487.30 | 7,087.37 | 12,113.84 | retained | Goma/S_EG_03__S05-DF-PIP/goma_project.p01.hdf |
| Hamirpara | S02 | S02-FW-PIP | piping | fair weather (baseflow) | 87.80 | 87.28 | Perimeter 1 To S | 1,609.71 | 1,596.95 – 1,622.47 of 2,208 | 83.00 | 7.30 | 4.80 | 2.20 | 25.52 | 1.08 | 0.60 | 26.07 | 2,207.84 | 0.1600 | 0.0300 | 321.20 | 260.24 | 458.67 | 905.66 | retained | Hamirpara/S02__S02-FW-PIP/hamirpara_project.p02.hdf |
| Hamirpara | S04 | S04-DF-OT | overtop | design flood (IDF) | 87.80 | 90.31 | Perimeter 1 To S | 1,609.71 | 1,585.10 – 1,634.32 of 2,208 | 83.00 | 7.30 | 7.30 | 4.40 | 49.22 | 1.53 | 1.00 | 26.07 | 2,207.84 | 0.0500 | 0.0100 | 863.73 | 839.93 | 1,565.91 | 2,812.39 | retained | Hamirpara/S04__S04-DF-OT/hamirpara_project.p01.hdf |
| Hanol | S02 | S02-FW-PIP | piping | fair weather (baseflow) | 90.10 | 90.10 | Perimeter 2 To S | 1,556.07 | 1,538.00 – 1,574.14 of 4,880 | 86.13 | 6.92 | 3.97 | 5.38 | 36.14 | 1.78 | 0.60 | 24.03 | 4,879.89 | 0.1900 | 0.0300 | 72.42 | 363.17 | 630.55 ⚠ | 1,069.94 | retained | Hanol/S02__S02-FW-PIP/hanol_project.p01.hdf |
| Hanol | S04 | S04-DF-OT | overtop | design flood (IDF) | 90.10 | 93.14 | Perimeter 2 To S | 1,556.07 | 1,516.10 – 1,596.04 of 4,880 | 86.13 | 6.92 | 6.92 | 15.95 | 79.93 | 3.07 | 1.00 | 24.03 | 4,879.89 | 0.1700 | 0.0300 | 1,031.52 | 1,527.95 | 2,981.11 ⚠ | 4,460.83 | retained | Hanol/S04__S04-DF-OT/hanol_project.p01.hdf |
| Harnav-2 | S_EG_00 | S02-FW-PIP | piping | fair weather (baseflow) | 332.00 | 327.77 | Perimeter 1 To S | 227.25 | 203.90 – 250.60 of 293 | 309.50 | 27.35 | 22.50 | 20.66 | 46.70 | 0.88 | 0.60 | 82.21 | 293.06 | 1.1800 | 0.0200 | 2,730.05 | 4,299.61 | 3,736.22 | 8,754.36 | retained | Harnav-2/S_EG_00__S02-FW-PIP/harnav_2_project.p01.hdf |
| Harnav-2 | S_EG_02 | S04-DF-OT | overtop | design flood (IDF) | 332.00 | 337.23 | Perimeter 1 To S | 227.25 | 188.80 – 265.70 of 293 | 309.50 | 27.35 | 27.35 | 36.51 | 76.91 | 1.18 | 1.00 | 82.21 | 293.06 | 0.8500 | 0.0100 | 5,135.88 | 11,660.05 | 8,152.25 | 17,514.04 | retained | Harnav-2/S_EG_02__S04-DF-OT/harnav_2_project.p01.hdf |
| Jaspara-Mandava | S_EG_00 | S02-FW-PIP | piping | fair weather (baseflow) | 40.25 | 40.24 | Perimeter 1 To S | 850.41 | 837.17 – 863.65 of 1,251 | 21.35 | 22.40 | 18.90 | 5.23 | 26.49 | 0.54 | 0.60 | 67.60 | 1,250.86 | 0.0200 | 0.0200 | 3,623.48 | 1,747.14 | 2,660.10 | 7,113.54 | retained | Jaspara-Mandava/S_EG_00__S02-FW-PIP/jaspara_mandava_pro.p01.hdf |
| Jaspara-Mandava | S_EG_03 | S05-DF-PIP | piping | design flood (IDF) | 40.25 | 42.30 | Perimeter 1 To S | 850.41 | 831.75 – 869.07 of 1,251 | 21.35 | 22.40 | 21.07 | 10.75 | 37.32 | 0.78 | 0.60 | 67.60 | 1,250.86 | 0.0300 | 0.0100 | 1,955.10 | 2,644.42 | 4,407.48 | 10,443.44 | reran · accepted | Jaspara-Mandava/S_EG_03__S05-DF-PIP/jaspara_mandava_pro.p01.hdf |
| Kalubhar | S_EG_00 | S02-FW-PIP | piping | fair weather (baseflow) | 60.40 | 60.40 | Perimeter 1 To S | 2,640.00 | 2,614.11 – 2,665.89 of 5,058 | 51.25 | 15.15 | 9.11 | 18.53 | 51.77 | 1.51 | 0.60 | 47.66 | 5,058.17 | 0.1900 | 0.1100 | 2,019.02 | 1,750.88 | 2,622.39 ⚠ | 4,939.05 | retained | Kalubhar/S_EG_00__S02-FW-PIP/Kalubhar_109.p02.hdf |
| Kalubhar | S_EG_02 | S04-DF-OT | overtop | design flood (IDF) | 60.40 | 66.73 | Perimeter 1 To S | 2,640.00 | 2,574.39 – 2,705.61 of 5,058 | 51.44 | 14.96 | 14.96 | 76.08 | 131.23 | 3.10 | 1.00 | 47.14 | 5,058.17 | 0.0500 | 0.0900 | 10,127.35 | 8,338.44 | 13,126.86 ⚠ | 20,741.20 | retained | Kalubhar/S_EG_02__S04-DF-OT/Kalubhar_109.p02.hdf |
| Kaniyad | S_EG_00 | S02-FW-PIP | piping | fair weather (baseflow) | 102.25 | 102.23 | Perimeter 1 To S | 1,250.00 | 1,235.46 – 1,264.54 of 3,710 | 97.50 | 7.25 | 4.75 | 3.07 | 29.07 | 1.29 | 0.60 | 24.94 | 3,710.45 | 0.2900 | 0.1400 | 378.75 | 310.41 | 608.52 | 1,126.07 | reran · accepted | Kaniyad/S_EG_00__S02-FW-PIP/Kaniyad.p01.hdf |
| Kaniyad | S_EG_02 | S04-DF-OT | overtop | design flood (IDF) | 102.25 | 104.81 | Perimeter 1 To S | 1,250.00 | 1,219.73 – 1,280.27 of 3,710 | 97.50 | 7.25 | 7.25 | 7.59 | 60.55 | 2.02 | 1.00 | 24.94 | 3,710.45 | 0.1200 | 0.0500 | 1,143.09 | 1,115.74 | 2,234.31 | 3,686.21 | reran · accepted | Kaniyad/S_EG_02__S04-DF-OT/Kaniyad.p01.hdf |
| Kankavati | S_EG_00 | S02-FW-PIP | piping | fair weather (baseflow) | 30.50 | 30.50 | Perimeter 1 To S | 1,029.00 | 1,010.81 – 1,047.19 of 2,545 | 22.33 | 12.47 | 8.17 | 6.94 | 36.39 | 1.12 | 0.60 | 40.28 | 2,545.41 | 0.1600 | 0.0400 | 1,191.72 | 886.09 | 1,352.64 | 2,721.29 | retained | Kankavati/S_EG_00__S02-FW-PIP/kankavati_project.p01.hdf |
| Kankavati | S_EG_02 | S04-DF-OT | overtop | design flood (IDF) | 30.50 | 34.95 | Perimeter 1 To S | 1,029.00 | 986.25 – 1,071.75 of 2,545 | 22.33 | 12.47 | 12.47 | 22.90 | 85.50 | 2.04 | 1.00 | 40.28 | 2,545.41 | 0.6000 | 0.7500 | 3,823.54 | 3,679.46 | 5,645.38 | 9,708.50 | retained | Kankavati/S_EG_02__S04-DF-OT/kankavati_project.p01.hdf |
| Khad Khambhalia | S_EG_00 | S02-FW-PIP | piping | fair weather (baseflow) | 114.10 | 110.15 | Perimeter 1 To S | 204.00 | 194.55 – 213.45 of 450 | 98.98 | 18.52 | 15.12 | 2.22 | 18.89 | 0.43 | 0.60 | 54.93 | 449.86 | 0.0000 | 0.0300 | 1,303.76 | 911.61 | 1,093.36 | 3,045.11 | retained | Khad Khambhalia/S_EG_00__S02-FW-PIP/khadkhambhaliya_pro.p01.hdf |
| Khad Khambhalia | S_EG_03 | S05-DF-PIP | piping | design flood (IDF) | 114.10 | 117.16 | Perimeter 1 To S | 204.00 | 191.43 – 216.57 of 450 | 98.98 | 18.52 | 18.25 | 3.92 | 25.15 | 0.57 | 0.60 | 54.93 | 449.86 | 0.0300 | 0.0200 | 1,809.25 | 1,330.50 | 1,968.43 | 4,963.86 | retained | Khad Khambhalia/S_EG_03__S05-DF-PIP/khadkhambhaliya_pro.p01.hdf |
| Khambhada | S_EG_00 | S02-FW-PIP | piping | fair weather (baseflow) | 50.35 | 50.35 | Perimeter 1 To S | 2,384.00 | 2,367.61 – 2,400.39 of 4,022 | 43.70 | 9.50 | 6.65 | 4.68 | 32.77 | 1.21 | 0.60 | 31.12 | 4,022.32 | 0.1900 | 0.0300 | 768.33 | 550.33 | 1,101.49 | 2,104.14 | reran · accepted | Khambhada/S_EG_00__S02-FW-PIP/khambhada_project.p01.hdf |
| Khambhada | S_EG_02 | S04-DF-OT | overtop | design flood (IDF) | 50.35 | 53.32 | Perimeter 1 To S | 2,384.00 | 2,345.63 – 2,422.37 of 4,022 | 43.70 | 9.50 | 9.50 | 15.62 | 76.75 | 2.21 | 1.00 | 31.12 | 4,022.32 | 0.0600 | 0.0200 | 2,601.70 | 2,223.41 | 4,097.32 | 6,721.48 | retained | Khambhada/S_EG_02__S04-DF-OT/khambhada_project.p01.hdf |
| Kharo | S_EG_00 | S02-FW-PIP | piping | fair weather (baseflow) | 54.12 | 54.12 | Perimeter 1 To S | 624.07 | 601.15 – 646.99 of 2,047 | 49.20 | 8.55 | 4.92 | 10.89 | 45.84 | 2.05 | 0.60 | 29.51 | 2,047.28 | 0.0700 | 0.0100 | 613.50 | 658.52 | 818.00 | 1,373.04 | retained | Kharo/S_EG_00__S02-FW-PIP/kharo_project_1.p01.hdf |
| Kharo | S_EG_02 | S04-DF-OT | overtop | design flood (IDF) | 54.12 | 58.11 | Perimeter 1 To S | 624.07 | 577.69 – 670.46 of 2,047 | 49.20 | 8.55 | 8.55 | 25.33 | 92.77 | 3.13 | 1.00 | 29.51 | 2,047.28 | 0.0300 | 0.0100 | 3,829.17 | 2,449.82 | 3,522.82 | 5,362.26 | reran · accepted | Kharo/S_EG_02__S04-DF-OT/kharo_project_1.p01.hdf |
| Khodiyar | S_EG_00 | S02-FW-PIP | piping | fair weather (baseflow) | 202.68 | 201.00 | Perimeter 1 To S | 173.00 | 144.38 – 201.62 of 218 | 182.79 | 24.78 | 19.89 | 30.81 | 57.24 | 1.19 | 0.60 | 74.13 | 218.19 | 0.2400 | 0.0300 | 6,627.00 | 4,651.80 | 3,562.57 | 7,493.86 | reran · accepted | Khodiyar/S_EG_00__S02-FW-PIP/khodiyar_hecras.p01.hdf |
| Khodiyar | S_EG_02 | S04-DF-OT | overtop | design flood (IDF) | 202.68 | 207.59 | Perimeter 1 To S | 141.00 | 82.90 – 199.10 of 218 | 188.60 | 18.97 | 18.97 | 60.15 | 116.20 | 2.17 | 1.00 | 58.18 | 218.19 | 0.0500 | 0.0100 | 10,246.54 | 9,819.78 | 6,589.27 | 11,521.89 | reran · accepted | Khodiyar/S_EG_02__S04-DF-OT/khodiyar_hecras.p01.hdf |
| Lakhanka | S_EG_00 | S02-FW-PIP | piping | fair weather (baseflow) | 44.22 | 43.98 | Perimeter 1 To S | 927.00 | 912.74 – 941.26 of 1,594 | 35.50 | 11.98 | 8.72 | 3.74 | 28.52 | 0.86 | 0.60 | 38.94 | 1,594.01 | 0.3300 | 0.0900 | 830.82 | 653.96 | 1,043.14 | 2,264.02 | retained | Lakhanka/S_EG_00__S02-FW-PIP/lakhanka_project.p01.hdf |
| Lakhanka | S_EG_02 | S04-DF-OT | overtop | design flood (IDF) | 44.22 | 47.64 | Perimeter 1 To S | 927.00 | 898.65 – 955.35 of 1,594 | 35.50 | 11.98 | 12.08 | 8.06 | 56.70 | 1.24 | 1.00 | 38.94 | 1,594.01 | 0.1200 | 0.0300 | 2,332.07 | 2,089.21 | 3,241.39 | 6,237.31 | retained | Lakhanka/S_EG_02__S04-DF-OT/lakhanka_project.p01.hdf |
| Madhuvanti | S_EG_00 | S02-FW-PIP | piping | fair weather (baseflow) | 165.19 | 165.19 | Perimeter 1 To S | 914.00 | 893.66 – 934.34 of 1,195 | 147.00 | 22.46 | 18.19 | 13.06 | 40.69 | 0.86 | 0.60 | 67.87 | 1,195.03 | 0.0600 | 0.0500 | 4,503.48 | 2,710.96 | 3,676.71 | 8,461.35 | retained | Madhuvanti/S_EG_00__S02-FW-PIP/madhuvanti_project.p01.hdf |
| Madhuvanti | S_EG_03 | S05-DF-PIP | piping | design flood (IDF) | 165.19 | 167.09 | Perimeter 1 To S | 914.00 | 890.52 – 937.48 of 1,195 | 147.00 | 22.46 | 20.02 | 18.14 | 46.96 | 1.01 | 0.60 | 67.87 | 1,195.03 | 0.0600 | 0.0500 | 6,084.88 | 3,352.11 | 4,955.85 | 10,845.49 | retained | Madhuvanti/S_EG_03__S05-DF-PIP/madhuvanti_project.p01.hdf |
| Malpara | S_EG_00 | S02-FW-PIP | piping | fair weather (baseflow) | 78.10 | 78.10 | Perimeter 1 To S | 1,342.26 | 1,322.92 – 1,361.60 of 2,978 | 70.00 | 11.10 | 8.10 | 7.67 | 38.69 | 1.33 | 0.60 | 36.52 | 2,978.09 | 0.1700 | 0.0100 | 1,150.68 | 854.87 | 1,541.97 | 2,939.86 | retained | Malpara/S_EG_00__S02-FW-PIP/Malpara.p01.hdf |
| Malpara | S_EG_02 | S04-DF-OT | overtop | design flood (IDF) | 78.10 | 81.30 | Perimeter 1 To S | 1,342.26 | 1,304.78 – 1,379.74 of 2,978 | 70.00 | 11.10 | 11.10 | 15.53 | 74.97 | 1.89 | 1.00 | 36.52 | 2,978.09 | 0.0500 | 0.0000 | 2,926.26 | 2,634.81 | 4,461.65 | 7,762.06 | reran · accepted | Malpara/S_EG_02__S04-DF-OT/Malpara.p01.hdf |
| Mota Kotada | S_EG_00 | S02-FW-PIP | piping | fair weather (baseflow) | 178.60 | 178.60 | Perimeter 1 To S | 257.60 | 245.46 – 269.74 of 721 | 169.00 | 14.75 | 9.60 | 2.99 | 24.29 | 0.62 | 0.60 | 44.56 | 720.91 | 0.2600 | 0.0300 | 1,020.66 | 724.58 | 793.30 | 1,889.24 | retained | Mota Kotada/S_EG_00__S02-FW-PIP/kotada_project.p01.hdf |
| Mota Kotada | S_EG_03 | S05-DF-PIP | piping | design flood (IDF) | 178.60 | 180.06 | Perimeter 1 To S | 257.60 | 243.19 – 272.01 of 721 | 169.00 | 14.75 | 11.03 | 4.39 | 28.81 | 0.76 | 0.60 | 44.56 | 720.91 | 0.2000 | 0.0200 | 1,414.36 | 941.25 | 1,182.32 | 2,649.92 | retained | Mota Kotada/S_EG_03__S05-DF-PIP/kotada_project.p01.hdf |
| Mukteshwar | S_EG_00 | S02-FW-PIP | piping | fair weather (baseflow) | 201.65 | 201.25 | Perimeter 1 To S | 78.00 | 46.83 – 109.17 of 436 | 189.00 | 16.60 | 12.65 | 31.06 | 62.34 | 1.79 | 0.60 | 53.15 | 436.16 | 0.1300 | 0.0400 | 2,993.90 | 2,803.73 | 2,570.67 | 4,724.67 | reran · accepted | Mukteshwar/S_EG_00__S02-FW-PIP/Mukteswar.p01.hdf |
| Mukteshwar | S_EG_02 | S04-DF-OT | overtop | design flood (IDF) | 201.65 | 205.83 | Perimeter 1 To S | 158.03 | 101.08 – 214.98 of 436 | 190.11 | 15.49 | 15.49 | 52.75 | 113.90 | 2.50 | 1.00 | 50.09 | 436.16 | 0.0700 | 0.0400 | 6,833.39 | 7,126.49 | 5,967.86 | 10,040.01 | reran · accepted | Mukteshwar/S_EG_02__S04-DF-OT/Mukteswar.p01.hdf |
| Munjiyasar | S_EG_00 | S02-FW-PIP | piping | fair weather (baseflow) | 62.95 | 62.78 | Perimeter 1 To S | 1,753.00 | 1,726.61 – 1,779.39 of 4,459 | 53.70 | 12.90 | 9.25 | 18.22 | 52.78 | 1.76 | 0.60 | 40.36 | 4,459.31 | 0.1300 | 0.0400 | 1,839.92 | 1,586.45 | 2,812.58 ⚠ | 4,979.36 | reran · accepted | Munjiyasar/S_EG_00__S02-FW-PIP/munjiyasar_project.p01.hdf |
| Munjiyasar | S_EG_03 | S05-DF-PIP | piping | design flood (IDF) | 62.95 | 65.37 | Perimeter 1 To S | 1,753.00 | 1,718.87 – 1,787.13 of 4,459 | 53.70 | 12.90 | 11.63 | 36.09 | 68.27 | 2.48 | 0.60 | 40.36 | 4,459.31 | 0.0500 | 0.0300 | 3,334.53 | 2,503.93 | 5,211.80 ⚠ | 8,500.53 | retained | Munjiyasar/S_EG_03__S05-DF-PIP/munjiyasar_project.p01.hdf |
| Phophal 2 | S_EG_00 | S02-FW-PIP | piping | fair weather (baseflow) | 129.34 | 129.29 | Perimeter 1 To S | 2,324.00 | 2,306.52 – 2,341.48 of 3,363 | 121.60 | 12.75 | 7.74 | 6.36 | 34.97 | 1.05 | 0.60 | 41.06 | 3,363.49 | 0.2200 | 0.0300 | 1,100.70 | 838.90 | 1,277.35 | 2,623.99 | retained | Phophal 2/S_EG_00__S02-FW-PIP/phophal_2_project.p01.hdf |
| Phophal 2 | S_EG_03 | S05-DF-PIP | piping | design flood (IDF) | 129.34 | 131.11 | Perimeter 1 To S | 2,324.00 | 2,302.15 – 2,345.85 of 3,363 | 121.60 | 12.75 | 9.49 | 11.13 | 43.70 | 1.39 | 0.60 | 41.06 | 3,363.49 | 0.1000 | 0.0300 | 1,726.73 | 1,228.77 | 2,221.83 | 4,222.03 | retained | Phophal 2/S_EG_03__S05-DF-PIP/phophal_2_project.p01.hdf |
| Pigut | S_EG_00 | S02-FW-PIP | piping | fair weather (baseflow) | 139.70 | 139.70 | Perimeter 1 To S | 962.00 | 944.74 – 979.26 of 1,738 | 129.00 | 15.85 | 10.70 | 7.02 | 34.53 | 0.89 | 0.60 | 49.59 | 1,738.30 | 0.3500 | 0.1300 | 1,578.02 | 1,204.71 | 1,641.87 | 3,605.68 | retained | Pigut/S_EG_00__S02-FW-PIP/Pigut.p01.hdf |
| Pigut | S_EG_03 | S05-DF-PIP | piping | design flood (IDF) | 139.70 | 141.13 | Perimeter 1 To S | 962.00 | 942.53 – 981.47 of 1,738 | 129.00 | 15.85 | 12.10 | 9.35 | 38.94 | 1.03 | 0.60 | 49.59 | 1,738.30 | 0.2700 | 0.1300 | 2,098.65 | 1,478.36 | 2,262.63 | 4,761.70 | retained | Pigut/S_EG_03__S05-DF-PIP/Pigut.p01.hdf |
| Pingali | S_EG_00 | S02-FW-PIP | piping | fair weather (baseflow) | 51.30 | 49.51 | Perimeter 1 To S | 794.50 | 784.05 – 804.95 of 1,777 | 39.30 | 14.05 | 12.00 | 2.07 | 20.90 | 0.55 | 0.60 | 44.64 | 1,776.78 | 0.7300 | 0.1300 | 1,221.50 | 638.24 | 1,275.85 | 3,245.30 | retained | Pingali/S_EG_00__S02-FW-PIP/pingali_project.p01.hdf |
| Pingali | S_EG_02 | S04-DF-OT | overtop | design flood (IDF) | 51.30 | 53.32 | Perimeter 1 To S | 808.76 | 789.61 – 827.91 of 1,777 | 39.30 | 14.05 | 14.05 | 3.50 | 38.31 | 0.71 | 1.00 | 44.64 | 1,776.78 | 0.0900 | 0.0300 | 2,373.23 | 1,658.54 | 2,783.12 | 6,496.36 | retained | Pingali/S_EG_02__S04-DF-OT/pingali_project.p01.hdf |
| Puna | S_EG_00 | S02-FW-PIP | piping | fair weather (baseflow) | 24.39 | 24.39 | Perimeter 1 To S | 774.40 | 754.22 – 794.58 of 1,985 | 18.90 | 8.93 | 5.49 | 7.86 | 40.36 | 1.67 | 0.60 | 29.43 | 1,984.57 | 0.1100 | 0.0200 | 678.77 | 621.48 | 844.62 | 1,475.34 | retained | Puna/S_EG_00__S02-FW-PIP/puna_project.p01.hdf |
| Puna | S_EG_03 | S05-DF-PIP | piping | design flood (IDF) | 24.39 | 26.38 | Perimeter 1 To S | 774.40 | 748.84 – 799.96 of 1,985 | 18.90 | 8.93 | 7.46 | 14.80 | 51.11 | 2.29 | 0.60 | 29.43 | 1,984.57 | 0.0200 | 0.0100 | 1,342.30 | 994.02 | 1,729.34 | 2,798.86 | retained | Puna/S_EG_03__S05-DF-PIP/puna_project.p01.hdf |
| Raidy | S02 | S02-FW-PIP | piping | fair weather (baseflow) | 50.85 | 50.85 | Perimeter 1 To S | 796.94 | 779.50 – 814.38 of 1,524 | 43.00 | 11.35 | 7.85 | 5.96 | 34.89 | 1.14 | 0.60 | 37.21 | 1,523.62 | 0.2300 | 0.0800 | 972.72 | 753.78 | 1,086.59 | 2,161.00 | retained | Raidy/S02__S02-FW-PIP/Raidy.p01.hdf |
| Raidy | S04 | S04-DF-OT | overtop | design flood (IDF) | 50.85 | 54.59 | Perimeter 1 To S | 775.64 | 741.44 – 809.84 of 1,524 | 43.00 | 11.35 | 11.35 | 12.35 | 68.40 | 1.65 | 1.00 | 37.21 | 1,523.62 | 0.0400 | 0.0100 | 3,102.44 | 2,414.31 | 3,482.13 | 6,280.25 | retained | Raidy/S04__S04-DF-OT/Raidy.p01.hdf |
| Rajawal | S_EG_00 | S02-FW-PIP | piping | fair weather (baseflow) | 56.75 | 56.75 | Perimeter 1 To S | 1,865.00 | 1,833.59 – 1,896.41 of 3,677 | 49.43 | 12.60 | 7.32 | 28.65 | 62.82 | 2.26 | 0.60 | 40.65 | 3,677.33 | 0.0700 | 0.0100 | 1,597.65 | 1,717.56 | 2,197.77 | 3,690.75 | retained | Rajawal/S_EG_00__S02-FW-PIP/rajawal_project.p01.hdf |
| Rajawal | S_EG_02 | S04-DF-OT | overtop | design flood (IDF) | 56.75 | 62.36 | Perimeter 1 To S | 1,887.63 | 1,817.05 – 1,958.21 of 3,677 | 49.43 | 12.60 | 12.60 | 88.51 | 141.15 | 3.97 | 1.00 | 40.65 | 3,677.33 | 0.0400 | 0.0100 | 8,237.33 | 7,327.38 | 10,312.17 | 15,268.54 | retained | Rajawal/S_EG_02__S04-DF-OT/rajawal_project.p01.hdf |
| Rami | S_EG_00 | S02-FW-PIP | piping | fair weather (baseflow) | 196.35 | 195.51 | Perimeter 1 To S | 1,490.00 | 1,475.13 – 1,504.87 of 1,843 | 183.00 | 17.31 | 13.35 | 5.31 | 29.74 | 0.71 | 0.60 | 51.20 | 1,843.10 | 0.6300 | 0.2200 | 1,518.92 | 1,271.96 | 2,063.09 | 4,778.47 | retained | Rami/S_EG_00__S02-FW-PIP/Rami.p01.hdf |
| Rami | S_EG_03 | S05-DF-PIP | piping | design flood (IDF) | 196.35 | 197.69 | Perimeter 1 To S | 1,490.00 | 1,473.24 – 1,506.76 of 1,843 | 183.00 | 17.31 | 14.74 | 6.95 | 33.51 | 0.81 | 0.60 | 51.20 | 1,843.10 | 0.2400 | 0.0900 | 2,438.41 | 1,529.40 | 2,730.40 | 6,072.43 | retained | Rami/S_EG_03__S05-DF-PIP/Rami.p01.hdf |
| Ranghola | S_EG_00 | S02-FW-PIP | piping | fair weather (baseflow) | 62.50 | 62.38 | Perimeter 1 To S | 844.04 | 810.19 – 877.89 of 3,298 | 51.10 | 13.84 | 11.40 | 36.07 | 67.69 | 2.31 | 0.60 | 44.16 | 3,297.63 | 0.1500 | 0.0400 | 3,307.73 | 2,564.75 | 4,463.26 | 7,510.95 | retained | Ranghola/S_EG_00__S02-FW-PIP/ranghola_project.p01.hdf |
| Ranghola | S_EG_02 | S04-DF-OT | overtop | design flood (IDF) | 62.50 | 65.13 | Perimeter 1 To S | 844.04 | 781.96 – 906.12 of 3,298 | 51.10 | 13.84 | 13.84 | 63.99 | 124.15 | 3.08 | 1.00 | 44.16 | 3,297.63 | 0.0600 | 0.0200 | 7,471.55 | 6,962.91 | 9,974.06 | 15,713.06 | reran · accepted | Ranghola/S_EG_02__S04-DF-OT/ranghola_project.p01.hdf |
| Rangmati | S_EG_00 | S02-FW-PIP | piping | fair weather (baseflow) | 43.20 | 43.07 | Perimeter 1 To S | 1,540.00 | 1,525.84 – 1,554.16 of 2,939 | 35.80 | 10.20 | 7.40 | 3.36 | 28.32 | 0.96 | 0.60 | 34.05 | 2,938.68 | 0.2900 | 0.1000 | 707.31 | 509.16 | 993.49 | 2,067.63 | retained | Rangmati/S_EG_00__S02-FW-PIP/rangmati_project.p01.hdf |
| Rangmati | S_EG_02 | S04-DF-OT | overtop | design flood (IDF) | 43.20 | 46.08 | Perimeter 1 To S | 1,540.00 | 1,512.64 – 1,567.36 of 2,939 | 35.80 | 10.20 | 10.20 | 6.66 | 54.71 | 1.35 | 1.00 | 34.05 | 2,938.68 | 0.0800 | 0.0400 | 1,680.63 | 1,557.88 | 2,926.06 | 5,527.64 | retained | Rangmati/S_EG_02__S04-DF-OT/rangmati_project.p01.hdf |
| Ruparel | S_EG_00 | S02-FW-PIP | piping | fair weather (baseflow) | 48.20 | 48.07 | Perimeter 1 To S | 1,107.41 | 1,091.76 – 1,123.07 of 2,944 | 39.70 | 12.15 | 8.50 | 4.73 | 31.31 | 0.95 | 0.60 | 39.41 | 2,944.16 | 0.3100 | 0.0400 | 1,036.62 | 732.89 | 1,300.07 | 2,739.27 | retained | Ruparel/S_EG_00__S02-FW-PIP/ruparel_project.p01.hdf |
| Ruparel | S_EG_03 | S05-DF-PIP | piping | design flood (IDF) | 48.20 | 49.81 | Perimeter 1 To S | 1,107.41 | 1,088.50 – 1,126.32 of 2,944 | 39.70 | 12.15 | 10.11 | 7.55 | 37.82 | 1.20 | 0.60 | 39.41 | 2,944.16 | 0.1000 | 0.0400 | 1,573.79 | 1,009.95 | 2,081.69 | 4,102.45 | retained | Ruparel/S_EG_03__S05-DF-PIP/ruparel_project.p01.hdf |
| Rupavati | S_EG_00 | S02-FW-PIP | piping | fair weather (baseflow) | 77.30 | 77.30 | Perimeter 1 To S | 1,226.00 | 1,214.52 – 1,237.48 of 2,179 | 68.80 | 11.50 | 8.50 | 2.19 | 22.97 | 0.69 | 0.60 | 36.62 | 2,178.67 | 0.2200 | 0.0300 | 817.30 | 486.45 | 903.21 | 2,067.57 | retained | Rupavati/S_EG_00__S02-FW-PIP/rupavati_project.p01.hdf |
| Rupavati | S_EG_03 | S05-DF-PIP | piping | design flood (IDF) | 77.30 | 78.74 | Perimeter 1 To S | 1,226.00 | 1,212.13 – 1,239.87 of 2,179 | 68.80 | 11.50 | 9.91 | 3.42 | 27.74 | 0.85 | 0.60 | 36.62 | 2,178.67 | 0.0600 | 0.0100 | 1,251.26 | 656.06 | 1,403.65 | 3,000.15 | retained | Rupavati/S_EG_03__S05-DF-PIP/rupavati_project.p01.hdf |
| Sabli | S_EG_00 | S02-FW-PIP | piping | fair weather (baseflow) | 43.75 | 43.75 | Perimeter 1 To S | 2,510.50 | 2,495.99 – 2,525.01 of 4,392 | 33.98 | 12.92 | 9.77 | 4.09 | 29.01 | 0.83 | 0.60 | 40.53 | 4,391.83 | 0.4700 | 0.0300 | 1,257.58 | 771.87 | 1,675.56 ⚠ | 3,644.98 | retained | Sabli/S_EG_00__S02-FW-PIP/sabli_project.p01.hdf |
| Sabli | S_EG_02 | S04-DF-OT | overtop | design flood (IDF) | 43.75 | 47.01 | Perimeter 1 To S | 2,510.50 | 2,478.66 – 2,542.34 of 4,392 | 33.98 | 12.92 | 12.92 | 10.94 | 63.67 | 1.36 | 1.00 | 40.53 | 4,391.83 | 0.1500 | 0.0200 | 3,406.51 | 2,687.47 | 5,235.43 ⚠ | 9,910.47 | retained | Sabli/S_EG_02__S04-DF-OT/sabli_project.p01.hdf |
| Sapda | S_EG_00 | S02-FW-PIP | piping | fair weather (baseflow) | 32.77 | 32.77 | Perimeter 1 To S | 964.25 | 947.21 – 981.29 of 2,247 | 22.00 | 13.96 | 10.77 | 6.29 | 34.08 | 0.96 | 0.60 | 42.05 | 2,247.11 | 0.1700 | 0.0400 | 1,607.72 | 1,076.92 | 1,888.30 | 3,911.28 | retained | Sapda/S_EG_00__S02-FW-PIP/sapda.p01.hdf |
| Sapda | S_EG_03 | S05-DF-PIP | piping | design flood (IDF) | 32.77 | 34.40 | Perimeter 1 To S | 964.25 | 944.43 – 984.07 of 2,247 | 22.00 | 13.96 | 12.37 | 9.09 | 39.63 | 1.15 | 0.60 | 42.05 | 2,247.11 | 0.0800 | 0.0200 | 2,296.10 | 1,387.86 | 2,743.76 | 5,398.99 | retained | Sapda/S_EG_03__S05-DF-PIP/sapda.p01.hdf |
| Sasoi | S_EG_00 | S02-FW-PIP | piping | fair weather (baseflow) | 28.95 | 28.99 | earthen_1 | 1,494.84 | 1,459.53 – 1,530.15 of 2,994 | 20.20 | 12.11 | 8.79 | 38.83 | 70.61 | 2.74 | 0.60 | 40.15 | 2,993.84 | 0.0700 | 0.0100 | 2,363.74 | 2,108.33 | 3,118.46 | 5,027.91 | retained | Sasoi/S_EG_00__S02-FW-PIP/sasoi_project.p01.hdf |
| Sasoi | S_EG_02 | S04-DF-OT | overtop | design flood (IDF) | 28.95 | 32.33 | earthen_1 | 1,494.84 | 1,427.85 – 1,561.83 of 2,994 | 20.20 | 12.11 | 12.11 | 75.94 | 133.99 | 3.83 | 1.00 | 40.15 | 2,993.84 | 0.0200 | 0.0100 | 6,323.38 | 6,402.86 | 8,744.92 | 13,089.02 | retained | Sasoi/S_EG_02__S04-DF-OT/sasoi_project.p01.hdf |
| Surajwadi | S_EG_00 | S02-FW-PIP | piping | fair weather (baseflow) | 50.29 | 49.74 | Perimeter 1 To S | 1,010.84 | 992.85 – 1,028.83 of 1,827 | 42.55 | 11.71 | 7.74 | 6.54 | 35.99 | 1.16 | 0.60 | 36.16 | 1,826.60 | 0.1600 | 0.0200 | 993.18 | 823.88 | 1,170.33 | 2,266.37 | retained | Surajwadi/S_EG_00__S02-FW-PIP/surajwadi_project.p01.hdf |
| Surajwadi | S_EG_03 | S05-DF-PIP | piping | design flood (IDF) | 50.29 | 53.80 | Perimeter 1 To S | 1,010.84 | 984.69 – 1,036.99 of 1,827 | 42.55 | 11.71 | 11.23 | 17.16 | 52.30 | 1.88 | 0.60 | 36.16 | 1,826.60 | 0.0700 | 0.0500 | 2,404.76 | 1,607.72 | 3,071.41 | 5,260.27 | retained | Surajwadi/S_EG_03__S05-DF-PIP/surajwadi_project.p01.hdf |
| Thebi | S_EG_00 | S02-FW-PIP | piping | fair weather (baseflow) | 126.00 | 125.72 | Perimeter 1 To S | 2,375.15 | 2,353.80 – 2,396.50 of 4,904 | 117.70 | 11.60 | 8.30 | 10.07 | 42.70 | 1.46 | 0.60 | 36.90 | 4,904.44 | 0.2400 | 0.0300 | 1,115.72 | 1,036.75 | 2,031.74 ⚠ | 3,748.31 | retained | Thebi/S_EG_00__S02-FW-PIP/Thebi_project.p01.hdf |
| Thebi | S_EG_02 | S04-DF-OT | overtop | design flood (IDF) | 126.00 | 129.46 | Perimeter 1 To S | 2,375.15 | 2,331.08 – 2,419.22 of 4,904 | 117.70 | 11.60 | 11.60 | 24.16 | 88.14 | 2.25 | 1.00 | 36.90 | 4,904.44 | 0.0500 | 0.0100 | 3,896.99 | 3,513.12 | 6,420.56 ⚠ | 10,631.16 | retained | Thebi/S_EG_02__S04-DF-OT/Thebi_project.p01.hdf |
| Umiyasagar | S_EG_00 | S02-FW-PIP | piping | fair weather (baseflow) | 71.05 | 71.06 | Perimeter 1 To S | 906.75 | 894.83 – 918.67 of 1,384 | 61.89 | 14.06 | 9.16 | 2.76 | 23.84 | 0.63 | 0.60 | 43.67 | 1,383.71 | 0.3000 | 0.0100 | 927.88 | 651.45 | 869.65 | 2,081.00 | retained | Umiyasagar/S_EG_00__S02-FW-PIP/umiyasagar_project.p01.hdf |
| Umiyasagar | S_EG_02 | S04-DF-OT | overtop | design flood (IDF) | 71.05 | 76.06 | Perimeter 1 To S | 906.75 | 881.45 – 932.05 of 1,384 | 61.89 | 14.06 | 14.06 | 6.59 | 50.61 | 0.97 | 1.00 | 43.67 | 1,383.71 | 0.0200 | 0.0000 | 4,503.27 | 2,304.75 | 3,407.28 | 7,135.59 | retained | Umiyasagar/S_EG_02__S04-DF-OT/umiyasagar_project.p01.hdf |
| Und I | S_EG_00 | S02-FW-PIP | piping | fair weather (baseflow) | 98.00 | 98.00 | Perimeter 1 To S | 4,411.08 | 4,369.90 – 4,452.26 of 6,238 | 84.86 | 20.44 | 13.14 | 69.65 | 82.37 | 2.17 | 0.60 | 62.21 | 6,238.13 | 0.1000 | 0.0200 | 5,503.84 | 4,998.34 | 7,193.68 ⚠ | 12,664.17 | retained | Und I/S_EG_00__S02-FW-PIP/und_1_project.p01.hdf |
| Und I | S_EG_02 | S04-DF-OT | overtop | design flood (IDF) | 98.00 | 105.70 | Perimeter 1 To S | 4,411.08 | 4,316.49 – 4,505.67 of 6,238 | 84.86 | 20.44 | 20.44 | 224.29 | 189.18 | 3.90 | 1.00 | 62.21 | 6,238.13 | 0.0300 | 0.0000 | 21,779.46 | 20,696.08 | 29,609.65 ⚠ | 45,579.48 | retained | Und I/S_EG_02__S04-DF-OT/und_1_project.p01.hdf |
| Und III | S_EG_00 | S02-FW-PIP | piping | fair weather (baseflow) | 110.60 | 110.60 | Perimeter 1 To S | 1,258.65 | 1,243.18 – 1,274.12 of 2,621 | 102.80 | 12.30 | 7.80 | 4.62 | 30.94 | 0.93 | 0.60 | 39.82 | 2,621.35 | 0.2700 | 0.0600 | 975.82 | 700.12 | 1,077.60 | 2,287.95 | retained | Und III/S_EG_00__S02-FW-PIP/und_3_project.p01.hdf |
| Und III | S_EG_03 | S05-DF-PIP | piping | design flood (IDF) | 110.60 | 113.44 | Perimeter 1 To S | 1,252.59 | 1,229.97 – 1,275.21 of 2,621 | 103.24 | 11.86 | 10.17 | 11.79 | 45.23 | 1.54 | 0.60 | 38.61 | 2,621.35 | 0.0800 | 0.0200 | 1,977.07 | 1,244.42 | 2,450.58 | 4,510.79 | retained | Und III/S_EG_03__S05-DF-PIP/und_3_project.p01.hdf |
| Utavali-G | S_EG_00 | S02-FW-PIP | piping | fair weather (baseflow) | 49.30 | 49.14 | Perimeter 1 To S | 2,692.94 | 2,674.16 – 2,711.72 of 4,987 | 42.95 | 8.55 | 6.35 | 6.40 | 37.56 | 1.57 | 0.60 | 29.51 | 4,987.31 | 0.1300 | 0.0400 | 729.53 | 573.42 | 1,273.90 ⚠ | 2,286.93 | retained | Utavali-G/S_EG_00__S02-FW-PIP/utavali_project.p01.hdf |
| Utavali-G | S_EG_02 | S04-DF-OT | overtop | design flood (IDF) | 49.30 | 51.65 | Perimeter 1 To S | 2,692.94 | 2,655.59 – 2,730.29 of 4,987 | 42.95 | 8.55 | 8.55 | 14.05 | 74.70 | 2.33 | 1.00 | 29.51 | 4,987.31 | 0.0500 | 0.0300 | 3,146.69 | 1,824.62 | 3,655.34 ⚠ | 5,950.86 | retained | Utavali-G/S_EG_02__S04-DF-OT/utavali_project.p01.hdf |
| Vadi | S_EG_00 | S02-FW-PIP | piping | fair weather (baseflow) | 134.00 | 133.59 | Perimeter 1 To S | 4,957.55 | 4,936.11 – 4,978.99 of 7,099 | 124.80 | 12.15 | 9.20 | 10.38 | 42.88 | 1.41 | 0.60 | 39.41 | 7,098.55 | 0.3000 | 0.0300 | 1,178.79 | 1,129.82 | 2,597.09 ⚠ | 4,900.83 | retained | Vadi/S_EG_00__S02-FW-PIP/vadi_project.p01.hdf |
| Vadi | S_EG_02 | S04-DF-OT | overtop | design flood (IDF) | 134.00 | 136.76 | Perimeter 1 To S | 4,957.55 | 4,916.08 – 4,999.02 of 7,099 | 124.80 | 12.15 | 12.15 | 20.94 | 82.94 | 2.00 | 1.00 | 39.41 | 7,098.55 | 0.1000 | 0.0200 | 2,909.44 | 3,411.82 | 7,064.79 ⚠ | 12,183.55 | retained | Vadi/S_EG_02__S04-DF-OT/vadi_project.p01.hdf |
| Vadiya | S_EG_00 | S02-FW-PIP | piping | fair weather (baseflow) | 130.25 | 130.25 | Perimeter 1 To S | 1,363.87 | 1,347.81 – 1,379.93 of 2,594 | 120.66 | 13.09 | 9.59 | 5.25 | 32.12 | 0.93 | 0.60 | 42.00 | 2,594.44 | 0.4900 | 0.0500 | 1,322.62 | 864.40 | 1,526.26 | 3,256.17 | retained | Vadiya/S_EG_00__S02-FW-PIP/vadiya.p01.hdf |
| Vadiya | S_EG_02 | S04-DF-OT | overtop | design flood (IDF) | 130.25 | 133.95 | Perimeter 1 To S | 1,363.87 | 1,330.50 – 1,397.24 of 2,594 | 120.66 | 13.09 | 13.09 | 12.39 | 66.75 | 1.43 | 1.00 | 42.00 | 2,594.44 | 0.1500 | 0.0100 | 3,471.84 | 2,869.85 | 4,759.55 | 8,995.08 | retained | Vadiya/S_EG_02__S04-DF-OT/vadiya.p01.hdf |
| Vagadi | S_EG_00 | S02-FW-PIP | piping | fair weather (baseflow) | 44.50 | 44.51 | Perimeter 1 To S | 127.97 | 120.54 – 135.40 of 561 | 37.50 | 11.00 | 7.01 | 0.81 | 14.86 | 0.44 | 0.60 | 34.75 | 561.31 | 0.3200 | 0.0100 | 379.91 | 262.63 | 297.75 | 782.76 | retained | Vagadi/S_EG_00__S02-FW-PIP/Vagadi.p01.hdf |
| Vagadi | S_EG_03 | S05-DF-PIP | piping | design flood (IDF) | 44.50 | 46.01 | Perimeter 1 To S | 127.97 | 118.88 – 137.06 of 561 | 37.50 | 11.00 | 8.48 | 1.25 | 18.18 | 0.54 | 0.60 | 34.75 | 561.31 | 0.1300 | 0.0100 | 586.91 | 358.67 | 500.76 | 1,221.78 | retained | Vagadi/S_EG_03__S05-DF-PIP/Vagadi.p01.hdf |
| Vaidy | S_EG_00 | S02-FW-PIP | piping | fair weather (baseflow) | 199.20 | 197.09 | Perimeter 1 To S | 919.98 | 900.65 – 939.31 of 1,279 | 187.00 | 17.10 | 12.20 | 9.63 | 38.67 | 0.96 | 0.60 | 53.02 | 1,279.46 | 0.2700 | 0.0300 | 2,008.24 | 1,586.68 | 2,035.47 | 4,391.08 | retained | Vaidy/S_EG_00__S02-FW-PIP/vaidy_project.p01.hdf |
| Vaidy | S_EG_03 | S05-DF-PIP | piping | design flood (IDF) | 199.20 | 202.02 | Perimeter 1 To S | 919.98 | 896.30 – 943.66 of 1,279 | 187.00 | 17.10 | 15.02 | 15.73 | 47.36 | 1.23 | 0.60 | 53.02 | 1,279.46 | 0.1000 | 0.0200 | 3,207.73 | 2,250.23 | 3,493.45 | 7,023.30 | reran · accepted | Vaidy/S_EG_03__S05-DF-PIP/vaidy_project.p01.hdf |
| Varanshi | S_EG_00 | S02-FW-PIP | piping | fair weather (baseflow) | 81.00 | 82.69 | Perimeter 1 To S | 1,144.35 | 1,131.20 – 1,157.50 of 1,561 | 70.95 | 11.75 | 11.73 | 3.05 | 26.31 | 0.79 | 0.60 | 37.31 | 1,560.93 | 0.1100 | 0.0100 | 1,314.75 | 684.42 | 1,593.73 | 3,495.12 | reran · accepted | Varanshi/S_EG_00__S02-FW-PIP/Varanshi.p01.hdf |
| Varanshi | S_EG_02 | S04-DF-OT | overtop | design flood (IDF) | 81.00 | 82.77 | Perimeter 1 To S | 1,144.35 | 1,125.17 – 1,163.53 of 1,561 | 70.95 | 11.75 | 11.75 | 3.06 | 38.35 | 0.79 | 1.00 | 37.31 | 1,560.93 | 0.0200 | 0.0200 | 1,698.61 | 1,270.12 | 2,132.92 | 4,675.31 | reran · accepted | Varanshi/S_EG_02__S04-DF-OT/Varanshi.p01.hdf |
| Varanshi | S_EG_05_SBL | S08-SO-L | overtop | spillway opening | 81.00 | 81.01 | Perimeter 1 To S | 680.98 | 659.04 – 702.92 of 1,561 | 69.00 | 13.70 | 12.00 | 1.89 | 43.88 | 0.54 | 0.00 | 42.68 | 1,560.93 | 0.0300 | 0.0200 | 1,637.09 | 1,121.72 | 1,823.91 | 4,601.63 | retained | Varanshi/S_EG_05_SBL__S08-SO-L/Varanshi.p01.hdf |
| Varanshi | S_EG_05_SBR | S09-SO-H | overtop | spillway opening | 81.00 | 81.01 | Perimeter 1 To S | 796.78 | 774.84 – 818.72 of 1,561 | 69.00 | 13.70 | 12.00 | 1.89 | 43.88 | 0.54 | 0.00 | 42.68 | 1,560.93 | 0.0300 | 0.0200 | 1,630.41 | 1,121.72 | 1,823.91 | 4,601.63 | retained | Varanshi/S_EG_05_SBR__S09-SO-H/Varanshi.p01.hdf |
| Vijarkhi | S_EG_00 | S02-FW-PIP | piping | fair weather (baseflow) | 30.48 | 30.44 | right_flank | 231.10 | 208.94 – 253.26 of 521 | 21.71 | 11.21 | 8.77 | 10.94 | 44.33 | 1.57 | 0.60 | 38.75 | 520.62 | 1.0600 | 0.9100 | 1,402.74 | 1,043.11 | 1,203.02 | 2,241.35 | retained | Vijarkhi/S_EG_00__S02-FW-PIP/vijarkhi_project.p01.hdf |
| Vijarkhi | S_EG_03 | S05-DF-PIP | piping | design flood (IDF) | 30.48 | 31.78 | right_flank | 231.10 | 206.27 – 255.93 of 521 | 21.71 | 11.21 | 10.07 | 14.73 | 49.66 | 1.82 | 0.60 | 38.75 | 520.62 | 0.2700 | 0.2100 | 1,906.95 | 1,297.21 | 1,680.82 | 3,010.27 | retained | Vijarkhi/S_EG_03__S05-DF-PIP/vijarkhi_project.p01.hdf |
| Vrajmi | S_EG_00 | S02-FW-PIP | piping | fair weather (baseflow) | 94.00 | 94.00 | Perimeter 1 To S | 1,500.91 | 1,480.89 – 1,520.93 of 3,128 | 82.01 | 15.85 | 11.99 | 10.00 | 40.04 | 1.06 | 0.60 | 49.59 | 3,128.32 | 0.2400 | 0.0300 | 2,240.63 | 1,522.21 | 2,701.30 | 5,632.47 | retained | Vrajmi/S_EG_00__S02-FW-PIP/Vrajmi.p01.hdf |
| Vrajmi | S_EG_02 | S04-DF-OT | overtop | design flood (IDF) | 94.00 | 98.03 | Perimeter 1 To S | 1,500.91 | 1,462.29 – 1,539.53 of 3,128 | 82.01 | 15.85 | 15.85 | 19.64 | 77.23 | 1.49 | 1.00 | 49.59 | 3,128.32 | 0.1100 | 0.0100 | 4,987.43 | 4,537.62 | 7,421.13 | 14,087.39 | retained | Vrajmi/S_EG_02__S04-DF-OT/Vrajmi.p01.hdf |
| Wagadia | S_EG_00 | S02-FW-PIP | piping | fair weather (baseflow) | 62.05 | 61.94 | Perimeter 1 To S | 478.74 | 467.30 – 490.18 of 736 | 56.86 | 8.44 | 5.19 | 1.80 | 22.89 | 0.84 | 0.60 | 28.21 | 735.60 | 0.1600 | 0.0100 | 316.82 | 276.86 | 331.26 | 695.75 | retained | Wagadia/S_EG_00__S02-FW-PIP/wagadia_project.p01.hdf |
| Wagadia | S_EG_03 | S05-DF-PIP | piping | design flood (IDF) | 62.05 | 64.07 | Perimeter 1 To S | 478.74 | 464.35 – 493.13 of 736 | 56.86 | 8.44 | 7.18 | 3.19 | 28.79 | 1.13 | 0.60 | 28.21 | 735.60 | 0.0200 | 0.0000 | 781.39 | 434.05 | 704.67 | 1,363.17 | retained | Wagadia/S_EG_03__S05-DF-PIP/wagadia_project.p01.hdf |
| Wodisang | S_EG_00 | S02-FW-PIP | piping | fair weather (baseflow) | 76.50 | 76.50 | Perimeter 1 To S | 411.00 | 393.46 – 428.54 of 2,719 | 65.70 | 15.20 | 10.80 | 7.10 | 35.08 | 0.93 | 0.60 | 46.80 | 2,718.98 | 0.2000 | 0.0200 | 1,786.72 | 1,195.28 | 1,968.47 | 4,203.01 | retained | Wodisang/S_EG_00__S02-FW-PIP/wodisang.p01.hdf |
| Wodisang | S_EG_03 | S05-DF-PIP | piping | design flood (IDF) | 76.50 | 79.40 | Perimeter 1 To S | 411.00 | 388.08 – 433.92 of 2,719 | 65.70 | 15.20 | 13.67 | 13.64 | 45.84 | 1.29 | 0.60 | 46.80 | 2,718.98 | 0.0300 | 0.0100 | 3,257.93 | 1,864.38 | 3,765.42 | 7,328.75 | retained | Wodisang/S_EG_03__S05-DF-PIP/wodisang.p01.hdf |
Rows under rerun show pending for every result-derived column —
errors, MSA and modelled peak. Their previous artefact is being superseded, so its values are
withheld rather than displayed. Breach parameters on those rows are the corrected values now
running. MSA is the maximum stage attained — the highest reservoir-side water
surface reached during the run, read from the connection's Stage HW. initial
is the reservoir level the model started from, taken from the unsteady-flow file. inflow
is the forcing encoded in the canonical code. modelled is measured from the run. Q_emp, Q_semi, Q_max
are CWC/CDSO 2018 estimates validated against the handbook's solved example. Q_semi is the
one comparable with the modelled value — Q_max assumes instantaneous formation and is an
upper bound by construction. Hover any HDF path for its sha256.
Where Q modelled is measured. Breach outflow —
Breaching Variables column 6 ("Breach Flow") on the breached SA/2D connection,
maximum over the run. It is not the total at the dam (Structure Variables
column 0), which also carries weir and spillway flow: the two differ by 43 % at
Jaspara-Mandava S_EG_03 (1,955.10 against 2,795.11 m³/s). Q_emp,
Q_semi and Q_max are breach-peak relations, so comparing them against a
total reads as a validation failure when nothing is wrong. Boundary outflow is not a substitute —
where the flood does not reach a downstream boundary inside the window it reports zero (Kaniyad
does exactly that).
Structural breach scenarios spillway / masonry — a different rule
| Dam | Run id | Canonical | inflow | initial m | MSA m | station | span along conn. | invert | width m | Basis | t_f h | Q modelled m³/s | err total % | err 2D % | Status | HDF in primary |
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| Bagad | S_EG_05_SBL | S08-SO-L | spillway opening | 60.41 | 60.98 | 1,740.30 | 1,710.30 – 1,770.30 | 51.55 | 60.00 | ungated · 4 × 15 m monolith | 0.30 | 2,549.09 | 0.0500 | 0.0100 | retained | Bagad/S_EG_05_SBL__S08-SO-L/bagad_project.p01.hdf |
| Bagad | S_EG_05_SBR | S09-SO-H | spillway opening | 60.41 | 60.93 | 1,861.80 | 1,831.80 – 1,891.80 | 51.55 | 60.00 | ungated · 4 × 15 m monolith | 0.30 | 2,566.34 | 0.0400 | 0.0100 | retained | Bagad/S_EG_05_SBR__S09-SO-H/bagad_project.p01.hdf |
| Baldeva | S_EG_05_SBL | S08-SO-L | spillway opening | 141.50 | 139.69 | 326.80 | 296.80 – 356.80 | 131.69 | 60.00 | ungated · 4 × 15 m monolith | 0.30 | 1,955.90 | 0.1900 | 0.0100 | retained | Baldeva/S_EG_05_SBL__S08-SO-L/baldeva_project.p01.hdf |
| Baldeva | S_EG_05_SBR | S09-SO-H | spillway opening | 141.50 | 139.69 | 464.80 | 434.80 – 494.80 | 131.69 | 60.00 | ungated · 4 × 15 m monolith | 0.30 | 1,955.90 | 0.4100 | 0.0300 | retained | Baldeva/S_EG_05_SBR__S09-SO-H/baldeva_project.p01.hdf |
| Bamathiya-2 | S_EG_05_SBL | S08-SO-L | spillway opening | 32.16 | 30.42 | 214.80 | 184.80 – 244.80 | 27.93 | 60.00 | ungated · 4 × 15 m monolith | 0.30 | 337.46 | 0.0600 | 0.0100 | retained | Bamathiya-2/S_EG_05_SBL__S08-SO-L/bamathiya_2_project.p01.hdf |
| Bamathiya-2 | S_EG_05_SBR | S09-SO-H | spillway opening | 32.16 | 30.42 | 231.00 | 201.00 – 261.00 | 27.93 | 60.00 | ungated · 4 × 15 m monolith | 0.30 | 342.45 | 1.0500 | 0.8500 | retained | Bamathiya-2/S_EG_05_SBR__S09-SO-H/bamathiya_2_project.p01.hdf |
| Bantwa Kharo | S_EG_05_SBL | S08-SO-L | spillway opening | 16.25 | 17.53 | 1,798.29 | 1,776.33 – 1,820.24 | 11.10 | 43.91 | gated · k·bay + (k−1)·pier | 0.30 | 1,071.53 | 0.0300 | 0.0200 | retained | Bantwa Kharo/S_EG_05_SBL__S08-SO-L/Bantwakharo.p01.hdf |
| Bantwa Kharo | S_EG_05_SBR | S09-SO-H | spillway opening | 16.25 | 17.51 | 1,937.37 | 1,915.41 – 1,959.32 | 11.10 | 43.91 | gated · k·bay + (k−1)·pier | 0.30 | 1,072.16 | 0.0300 | 0.0200 | retained | Bantwa Kharo/S_EG_05_SBR__S09-SO-H/Bantwakharo.p01.hdf |
| Bela | S_EG_05_SBL | S08-SO-L | spillway opening | 59.44 | 60.50 | 1,085.00 | 1,055.00 – 1,115.00 | 59.42 | 60.00 | ungated · 4 × 15 m monolith | 0.30 | 97.51 | 0.6100 | 0.6100 | retained | Bela/S_EG_05_SBL__S08-SO-L/Bela.p01.hdf |
| Bela | S_EG_05_SBR | S09-SO-H | spillway opening | 59.44 | 60.46 | 1,137.80 | 1,107.80 – 1,167.80 | 59.30 | 60.00 | ungated · 4 × 15 m monolith | 0.30 | 108.02 | 0.6300 | 0.6300 | retained | Bela/S_EG_05_SBR__S09-SO-H/Bela.p01.hdf |
| Bhimdad | S_E_05_SBL | S08-SO-L | spillway opening | 104.85 | 103.00 | 1,595.00 | 1,565.00 – 1,625.00 | 90.60 | 60.00 | ungated · 4 × 15 m monolith | 0.30 | 3,776.25 | 0.1500 | 0.1100 | retained | Bhimdad/S_E_05_SBL__S08-SO-L/bhimdad_project.p01.hdf |
| Bhimdad | S_E_05_SBR | S09-SO-H | spillway opening | 104.85 | 103.00 | 1,644.75 | 1,614.75 – 1,674.75 | 90.60 | 60.00 | ungated · 4 × 15 m monolith | 0.30 | 3,776.25 | 0.1300 | 0.1100 | retained | Bhimdad/S_E_05_SBR__S09-SO-H/bhimdad_project.p01.hdf |
| Daiminisar | S_EG_05_SBL | S08-SO-L | spillway opening | 75.40 | 74.30 | 2,265.75 | 2,235.75 – 2,295.75 | 65.40 | 60.00 | ungated · 4 × 15 m monolith | 0.30 | 2,390.40 | 0.0400 | 0.0100 | retained | Daiminisar/S_EG_05_SBL__S08-SO-L/daiminisar_project.p01.hdf |
| Daiminisar | S_EG_05_SBR | S09-SO-H | spillway opening | 75.40 | 74.29 | 2,333.25 | 2,303.25 – 2,363.25 | 65.40 | 60.00 | ungated · 4 × 15 m monolith | 0.30 | 2,394.14 | 0.0400 | 0.0100 | retained | Daiminisar/S_EG_05_SBR__S09-SO-H/daiminisar_project.p01.hdf |
| Dantiwada | S08_SO_L | S08-SO-L | spillway opening | 184.15 | 183.93 | 3,588.32 | 3,559.20 – 3,617.45 | 155.00 | 58.25 | gated · k·bay + (k−1)·pier | 0.30 | 13,975.24 | 0.0100 | 0.0100 | retained | Dantiwada/S08_SO_L__S08-SO-L/dantiwada_project.p01.hdf |
| Dantiwada | S08b_SO_L | S14-SO-B | spillway opening | 184.15 | 188.59 | 5,083.60 | 5,040.98 – 5,126.23 | 179.22 | 85.25 | gated · k·bay + (k−1)·pier | 0.30 | 3,579.97 | 0.0000 | 0.0000 | retained | Dantiwada/S08b_SO_L__S14-SO-B/dantiwada_project.p01.hdf |
| Dantiwada | S09_SO_H | S09-SO-H | spillway opening | 184.15 | 183.93 | 3,695.07 | 3,665.95 – 3,724.20 | 155.00 | 58.25 | gated · k·bay + (k−1)·pier | 0.30 | 13,975.25 | 0.0100 | 0.0100 | retained | Dantiwada/S09_SO_H__S09-SO-H/dantiwada_project.p01.hdf |
| Dholi | S_EG_05_SBL | S08-SO-L | spillway opening | 136.00 | 132.03 | 1,541.00 | 1,511.00 – 1,571.00 | 120.91 | 60.00 | ungated · 4 × 15 m monolith | 0.30 | 3,203.49 | 0.2700 | 0.0100 | retained | Dholi/S_EG_05_SBL__S08-SO-L/dholi_project.p01.hdf |
| Dholi | S_EG_05_SBR | S09-SO-H | spillway opening | 136.00 | 135.40 | 1,741.00 | 1,711.00 – 1,771.00 | 131.01 | 60.00 | ungated · 4 × 15 m monolith | 0.30 | 795.61 | 0.1900 | 0.1600 | retained | Dholi/S_EG_05_SBR__S09-SO-H/dholi_project.p01.hdf |
| Dijio | S_EG_05_SBL | S08-SO-L | spillway opening | 106.45 | 105.32 | 63.40 | 33.40 – 93.40 | 101.62 | 60.00 | ungated · 4 × 15 m monolith | 0.30 | 615.71 | 0.1200 | 0.0100 | retained | Dijio/S_EG_05_SBL__S08-SO-L/Dijio.p01.hdf |
| Dijio | S_EG_05_SBR | S09-SO-H | spillway opening | 106.45 | 106.18 | 125.40 | 95.40 – 155.40 | 103.62 | 60.00 | ungated · 4 × 15 m monolith | 0.30 | 320.39 | 0.7800 | 0.7800 | retained | Dijio/S_EG_05_SBR__S09-SO-H/Dijio.p01.hdf |
| Fulzar I | S_EG_05_SBL | S08-SO-L | spillway opening | 24.69 | 26.83 | 1,661.70 | 1,631.70 – 1,691.70 | 19.60 | 60.00 | ungated · 4 × 15 m monolith | 0.30 | 1,680.32 | 0.0100 | 0.0000 | retained | Fulzar I/S_EG_05_SBL__S08-SO-L/Fulzar-I.p01.hdf |
| Fulzar I | S_EG_05_SBR | S09-SO-H | spillway opening | 24.69 | 27.82 | 1,906.50 | 1,876.50 – 1,936.50 | 23.64 | 60.00 | ungated · 4 × 15 m monolith | 0.30 | 738.21 | 0.0000 | 0.0000 | retained | Fulzar I/S_EG_05_SBR__S09-SO-H/Fulzar-I.p01.hdf |
| Fulzar II | S_EG_05_SBL | S08-SO-L | spillway opening | 52.12 | 49.11 | 2,358.00 | 2,328.00 – 2,388.00 | 40.90 | 60.00 | ungated · 4 × 15 m monolith | 0.30 | 2,032.60 | 0.1200 | 0.0200 | retained | Fulzar II/S_EG_05_SBL__S08-SO-L/fulzar_2_project.p01.hdf |
| Fulzar II | S_EG_05_SBR | S09-SO-H | spillway opening | 52.12 | 51.03 | 2,645.00 | 2,615.00 – 2,675.00 | 45.66 | 60.00 | ungated · 4 × 15 m monolith | 0.30 | 1,075.33 | 0.1400 | 0.0800 | retained | Fulzar II/S_EG_05_SBR__S09-SO-H/fulzar_2_project.p01.hdf |
| Fulzar KB | S_EG_05_SBL | S08-SO-L | spillway opening | 95.85 | 101.05 | 2,287.17 | 2,265.23 – 2,309.12 | 83.20 | 43.89 | gated · k·bay + (k−1)·pier | 0.30 | 5,069.64 | 0.0200 | 0.0100 | retained | Fulzar KB/S_EG_05_SBL__S08-SO-L/fulzarkb.p01.hdf |
| Fulzar KB | S_EG_05_SBR | S09-SO-H | spillway opening | 95.85 | 101.03 | 2,379.83 | 2,357.89 – 2,401.77 | 83.20 | 43.89 | gated · k·bay + (k−1)·pier | 0.30 | 5,072.95 | 0.0200 | 0.0100 | retained | Fulzar KB/S_EG_05_SBR__S09-SO-H/fulzarkb.p01.hdf |
| Ghelo-I | S_EG_05_SBL | S08-SO-L | spillway opening | 166.72 | 166.52 | 437.80 | 407.80 – 467.80 | 151.10 | 60.00 | ungated · 4 × 15 m monolith | 0.30 | 4,926.56 | 0.0600 | 0.0100 | retained | Ghelo-I/S_EG_05_SBL__S08-SO-L/ghelo_project.p01.hdf |
| Ghelo-I | S_EG_05_SBR | S09-SO-H | spillway opening | 166.72 | 166.53 | 591.16 | 561.16 – 621.16 | 151.10 | 60.00 | ungated · 4 × 15 m monolith | 0.30 | 4,850.76 | 0.0700 | 0.0100 | retained | Ghelo-I/S_EG_05_SBR__S09-SO-H/ghelo_project.p01.hdf |
| Goma | S_EG_05_SBL | S08-SO-L | spillway opening | 126.50 | 127.91 | 56.09 | 26.09 – 86.09 | 118.57 | 60.00 | ungated · 4 × 15 m monolith | 0.30 | 2,535.88 | 0.0500 | 0.0400 | retained | Goma/S_EG_05_SBL__S08-SO-L/goma_project.p01.hdf |
| Goma | S_EG_05_SBR | S09-SO-H | spillway opening | 126.50 | 128.28 | 160.27 | 130.27 – 190.27 | 119.37 | 60.00 | ungated · 4 × 15 m monolith | 0.30 | 2,394.07 | 0.0400 | 0.0300 | retained | Goma/S_EG_05_SBR__S09-SO-H/goma_project.p01.hdf |
| Hamirpara | S_EG_05_SBL | S08-SO-L | spillway opening | 87.80 | 86.55 | 1,065.59 | 1,049.42 – 1,081.75 | 80.11 | 32.33 | gated · k·bay + (k−1)·pier | 0.30 | 709.61 | 0.0700 | 0.0100 | retained | Hamirpara/S_EG_05_SBL__S08-SO-L/hamirpara_project.p01.hdf |
| Hanol | S_EG_05_SBL | S08-SO-L | spillway opening | 90.10 | 90.10 | 2,693.29 | 2,671.33 – 2,715.25 | 84.10 | 43.92 | gated · k·bay + (k−1)·pier | 0.30 | 921.70 | 0.0600 | 0.0200 | retained | Hanol/S_EG_05_SBL__S08-SO-L/hanol_project.p01.hdf |
| Hanol | S_EG_05_SBR | S09-SO-H | spillway opening | 90.10 | 90.51 | 2,797.59 | 2,775.63 – 2,819.55 | 84.83 | 43.92 | gated · k·bay + (k−1)·pier | 0.30 | 863.10 | 0.6200 | 0.5500 | retained | Hanol/S_EG_05_SBR__S09-SO-H/hanol_project.p01.hdf |
| Harnav-2 | S_EG_05_SBL | S08-SO-L | spillway opening | 332.00 | 326.49 | 139.95 | 118.45 – 161.45 | 309.50 | 43.00 | gated · k·bay + (k−1)·pier | 0.30 | 2,119.32 | 0.2500 | 0.0100 | retained | Harnav-2/S_EG_05_SBL__S08-SO-L/harnav_2_project.p01.hdf |
| Jaspara-Mandava | S_EG_05_SBL | S08-SO-L | spillway opening | 40.25 | 37.46 | 1,086.78 | 1,056.78 – 1,116.78 | 32.00 | 60.00 | ungated · 4 × 15 m monolith | 0.30 | 1,065.31 | 2.1000 | 1.8100 | retained | Jaspara-Mandava/S_EG_05_SBL__S08-SO-L/jaspara_mandava_pro.p01.hdf |
| Jaspara-Mandava | S_EG_05_SBR | S09-SO-H | spillway opening | 40.25 | 40.55 | 1,168.78 | 1,138.78 – 1,198.78 | 35.70 | 60.00 | ungated · 4 × 15 m monolith | 0.30 | 928.99 | 0.2600 | 0.2000 | retained | Jaspara-Mandava/S_EG_05_SBR__S09-SO-H/jaspara_mandava_pro.p01.hdf |
| Jawanpura | S_EG_05_SBL | S08-SO-L | spillway opening | 91.00 | 98.10 | 40.26 | 18.32 – 62.19 | 81.74 | 43.87 | gated · k·bay + (k−1)·pier | 0.30 | 4,180.69 | 0.0100 | 0.0000 | retained | Jawanpura/S_EG_05_SBL__S08-SO-L/Jawanpura.p01.hdf |
| Jawanpura | S_EG_05_SBR | S09-SO-H | spillway opening | 91.00 | 98.10 | 167.53 | 145.59 – 189.46 | 81.74 | 43.87 | gated · k·bay + (k−1)·pier | 0.30 | 4,180.69 | 0.0100 | 0.0000 | retained | Jawanpura/S_EG_05_SBR__S09-SO-H/Jawanpura.p01.hdf |
| Kalubhar | S_EG_05_SBL | S08-SO-L | spillway opening | 60.40 | 67.29 | 2,789.49 | 2,766.31 – 2,812.66 | 51.25 | 46.36 | gated · k·bay + (k−1)·pier | 0.30 | 4,476.75 | 0.0900 | 0.0800 | retained | Kalubhar/S_EG_05_SBL__S08-SO-L/Kalubhar_109.p02.hdf |
| Kalubhar | S_EG_05_SBR | S09-SO-H | spillway opening | 60.40 | 67.19 | 2,928.57 | 2,905.39 – 2,951.74 | 48.30 | 46.36 | gated · k·bay + (k−1)·pier | 0.30 | 5,610.85 | 0.1000 | 0.0900 | retained | Kalubhar/S_EG_05_SBR__S09-SO-H/Kalubhar_109.p02.hdf |
| Kaniyad | S_EG_05_SBL | S08-SO-L | spillway opening | 102.25 | 101.78 | 1,001.42 | 979.37 – 1,023.47 | 97.50 | 44.10 | gated · k·bay + (k−1)·pier | 0.30 | 583.50 | 0.0700 | 0.0300 | retained | Kaniyad/S_EG_05_SBL__S08-SO-L/Kaniyad.p01.hdf |
| Kaniyad | S_EG_05_SBR | S09-SO-H | spillway opening | 102.25 | 101.78 | 1,036.38 | 1,014.33 – 1,058.43 | 97.50 | 44.10 | gated · k·bay + (k−1)·pier | 0.30 | 583.50 | 0.0700 | 0.0300 | retained | Kaniyad/S_EG_05_SBR__S09-SO-H/Kaniyad.p01.hdf |
| Kankavati | S_EG_05_SBL | S08-SO-L | spillway opening | 30.50 | 30.50 | 693.87 | 671.93 – 715.81 | 21.90 | 43.88 | gated · k·bay + (k−1)·pier | 0.30 | 1,603.66 | 0.0300 | 0.0100 | retained | Kankavati/S_EG_05_SBL__S08-SO-L/kankavati_project.p01.hdf |
| Kankavati | S_EG_05_SBR | S09-SO-H | spillway opening | 30.50 | 30.50 | 763.35 | 741.41 – 785.29 | 21.90 | 43.88 | gated · k·bay + (k−1)·pier | 0.30 | 1,604.09 | 0.0300 | 0.0100 | retained | Kankavati/S_EG_05_SBR__S09-SO-H/kankavati_project.p01.hdf |
| Karjan | S_EG_05_SBL | S08-SO-L | spillway opening | 115.25 | 123.13 | 145.76 | 108.72 – 182.80 | 62.80 | 74.08 | gated · k·bay + (k−1)·pier | 0.30 | 52,122.09 | 0.0400 | 0.0100 | retained | Karjan/S_EG_05_SBL__S08-SO-L/karjan_project.p01.hdf |
| Karjan | S_EG_05_SBR | S09-SO-H | spillway opening | 115.25 | 123.13 | 243.31 | 206.28 – 280.36 | 62.80 | 74.08 | gated · k·bay + (k−1)·pier | 0.30 | 52,122.09 | 0.0400 | 0.0100 | retained | Karjan/S_EG_05_SBR__S09-SO-H/karjan_project.p01.hdf |
| Khad Khambhalia | S_EG_05_SBL | S08-SO-L | spillway opening | 114.10 | 114.06 | 390.00 | 360.00 – 420.00 | 110.05 | 60.00 | ungated · 4 × 15 m monolith | 0.30 | 695.36 | 0.3700 | 0.0100 | retained | Khad Khambhalia/S_EG_05_SBL__S08-SO-L/khadkhambhaliya_pro.p01.hdf |
| Khad Khambhalia | S_EG_05_SBR | S09-SO-H | spillway opening | 114.10 | 114.06 | 400.00 | 370.00 – 430.00 | 110.05 | 60.00 | ungated · 4 × 15 m monolith | 0.30 | 695.18 | 0.6700 | 0.0100 | retained | Khad Khambhalia/S_EG_05_SBR__S09-SO-H/khadkhambhaliya_pro.p01.hdf |
| Khambhada | S_EG_05_SBL | S08-SO-L | spillway opening | 50.35 | 50.35 | 1,944.63 | 1,904.86 – 1,984.40 | 43.70 | 79.54 | gated · k·bay + (k−1)·pier | 0.30 | 1,836.42 | 0.0500 | 0.0200 | retained | Khambhada/S_EG_05_SBL__S08-SO-L/khambhada_project.p01.hdf |
| Khambhada | S_EG_05_SBR | S09-SO-H | spillway opening | 50.35 | 50.35 | 2,005.88 | 1,966.11 – 2,045.65 | 43.70 | 79.54 | gated · k·bay + (k−1)·pier | 0.30 | 1,842.34 | 0.0500 | 0.0200 | retained | Khambhada/S_EG_05_SBR__S09-SO-H/khambhada_project.p01.hdf |
| Kharo | S_EG_05_SBL | S08-SO-L | spillway opening | 54.12 | 58.22 | 786.09 | 763.08 – 809.09 | 45.00 | 46.01 | gated · k·bay + (k−1)·pier | 0.30 | 3,222.43 | 0.0300 | 0.0100 | retained | Kharo/S_EG_05_SBL__S08-SO-L/kharo_project_1.p01.hdf |
| Kharo | S_EG_05_SBR | S09-SO-H | spillway opening | 54.12 | 58.22 | 912.24 | 889.23 – 935.24 | 45.00 | 46.01 | gated · k·bay + (k−1)·pier | 0.30 | 3,216.68 | 0.1000 | 0.0600 | retained | Kharo/S_EG_05_SBR__S09-SO-H/kharo_project_1.p01.hdf |
| Khodiyar | S_EG_05_SBL | S08-SO-L | spillway opening | 202.68 | 201.08 | 97.79 | 74.93 – 120.65 | 179.82 | 45.72 | gated · k·bay + (k−1)·pier | 0.30 | 6,458.11 | 0.0100 | 0.0200 | retained | Khodiyar/S_EG_05_SBL__S08-SO-L/khodiyar_hecras.p01.hdf |
| Khodiyar | S_EG_05_SBR | S09-SO-H | spillway opening | 202.68 | 201.08 | 158.76 | 135.90 – 181.62 | 179.82 | 45.72 | gated · k·bay + (k−1)·pier | 0.30 | 6,458.11 | 0.0100 | 0.0200 | retained | Khodiyar/S_EG_05_SBR__S09-SO-H/khodiyar_hecras.p01.hdf |
| Lakhanka | S_EG_05_SBL | S08-SO-L | spillway opening | 44.22 | 42.65 | 826.67 | 804.73 – 848.61 | 35.50 | 43.88 | gated · k·bay + (k−1)·pier | 0.30 | 1,212.63 | 0.0800 | 0.0300 | retained | Lakhanka/S_EG_05_SBL__S08-SO-L/lakhanka_project.p01.hdf |
| Lakhanka | S_EG_05_SBR | S09-SO-H | spillway opening | 44.22 | 42.65 | 826.67 | 804.73 – 848.61 | 35.50 | 43.88 | gated · k·bay + (k−1)·pier | 0.30 | 1,212.63 | 0.0800 | 0.0300 | retained | Lakhanka/S_EG_05_SBR__S09-SO-H/lakhanka_project.p01.hdf |
| Madhuvanti | S_EG_05_SBL | S08-SO-L | spillway opening | 165.19 | 165.19 | 218.00 | 188.00 – 248.00 | 147.00 | 60.00 | ungated · 4 × 15 m monolith | 0.30 | 6,296.06 | 0.0400 | 0.0400 | retained | Madhuvanti/S_EG_05_SBL__S08-SO-L/madhuvanti_project.p01.hdf |
| Madhuvanti | S_EG_05_SBR | S09-SO-H | spillway opening | 165.19 | 165.19 | 340.87 | 310.87 – 370.87 | 147.00 | 60.00 | ungated · 4 × 15 m monolith | 0.30 | 6,314.58 | 0.0500 | 0.0400 | retained | Madhuvanti/S_EG_05_SBR__S09-SO-H/madhuvanti_project.p01.hdf |
| Malpara | S_EG_05_SBL | S08-SO-L | spillway opening | 78.10 | 80.35 | 1,113.68 | 1,091.72 – 1,135.64 | 70.00 | 43.92 | gated · k·bay + (k−1)·pier | 0.30 | 2,107.60 | 0.0200 | 0.0000 | retained | Malpara/S_EG_05_SBL__S08-SO-L/Malpara.p01.hdf |
| Malpara | S_EG_05_SBR | S09-SO-H | spillway opening | 78.10 | 80.35 | 1,160.05 | 1,138.09 – 1,182.01 | 70.00 | 43.92 | gated · k·bay + (k−1)·pier | 0.30 | 2,107.60 | 0.0200 | 0.0000 | retained | Malpara/S_EG_05_SBR__S09-SO-H/Malpara.p01.hdf |
| Mota Kotada | S_EG_05_SBL | S08-SO-L | spillway opening | 178.60 | 179.46 | 536.00 | 506.00 – 566.00 | 177.57 | 60.00 | ungated · 4 × 15 m monolith | 0.30 | 224.30 | 0.0300 | 0.0100 | retained | Mota Kotada/S_EG_05_SBL__S08-SO-L/kotada_project.p01.hdf |
| Mota Kotada | S_EG_05_SBR | S09-SO-H | spillway opening | 178.60 | 179.46 | 540.00 | 510.00 – 570.00 | 177.57 | 60.00 | ungated · 4 × 15 m monolith | 0.30 | 224.30 | 0.0300 | 0.0100 | retained | Mota Kotada/S_EG_05_SBR__S09-SO-H/kotada_project.p01.hdf |
| Mukteshwar | S_EG_05_SBL | S08-SO-L | spillway opening | 201.65 | 200.79 | 317.38 | 280.65 – 354.11 | 190.78 | 73.45 | gated · k·bay + (k−1)·pier | 0.30 | 3,370.36 | 0.0500 | 0.0400 | retained | Mukteshwar/S_EG_05_SBL__S08-SO-L/Mukteswar.p01.hdf |
| Mukteshwar | S_EG_05_SBR | S09-SO-H | spillway opening | 201.65 | 200.79 | 347.86 | 311.13 – 384.59 | 190.78 | 73.45 | gated · k·bay + (k−1)·pier | 0.30 | 3,383.85 | 0.0500 | 0.0400 | retained | Mukteshwar/S_EG_05_SBR__S09-SO-H/Mukteswar.p01.hdf |
| Munjiyasar | S_EG_05_SBL | S08-SO-L | spillway opening | 62.95 | 65.19 | 67.93 | 37.93 – 97.93 | 61.65 | 60.00 | ungated · 4 × 15 m monolith | 0.30 | 575.96 | 0.0300 | 0.0200 | retained | Munjiyasar/S_EG_05_SBL__S08-SO-L/munjiyasar_project.p01.hdf |
| Munjiyasar | S_EG_05_SBR | S09-SO-H | spillway opening | 62.95 | 64.45 | 372.98 | 342.98 – 402.98 | 58.65 | 60.00 | ungated · 4 × 15 m monolith | 0.30 | 1,206.84 | 0.0300 | 0.0200 | retained | Munjiyasar/S_EG_05_SBR__S09-SO-H/munjiyasar_project.p01.hdf |
| Phophal 2 | S_EG_05_SBL | S08-SO-L | spillway opening | 129.34 | 128.42 | 2,022.00 | 1,992.00 – 2,052.00 | 121.60 | 60.00 | ungated · 4 × 15 m monolith | 0.30 | 1,610.55 | 0.1100 | 0.0900 | retained | Phophal 2/S_EG_05_SBL__S08-SO-L/phophal_2_project.p01.hdf |
| Phophal 2 | S_EG_05_SBR | S09-SO-H | spillway opening | 129.34 | 128.42 | 2,072.00 | 2,042.00 – 2,102.00 | 121.60 | 60.00 | ungated · 4 × 15 m monolith | 0.30 | 1,610.53 | 0.0900 | 0.0100 | retained | Phophal 2/S_EG_05_SBR__S09-SO-H/phophal_2_project.p01.hdf |
| Pigut | S_EG_05_SBL | S08-SO-L | spillway opening | 139.70 | 139.70 | 1,640.50 | 1,610.50 – 1,670.50 | 135.05 | 60.00 | ungated · 4 × 15 m monolith | 0.30 | 795.37 | 0.1500 | 0.1000 | retained | Pigut/S_EG_05_SBL__S08-SO-L/Pigut.p01.hdf |
| Pigut | S_EG_05_SBR | S09-SO-H | spillway opening | 139.70 | 139.70 | 1,705.50 | 1,675.50 – 1,735.50 | 135.05 | 60.00 | ungated · 4 × 15 m monolith | 0.30 | 722.18 | 0.2700 | 0.0600 | retained | Pigut/S_EG_05_SBR__S09-SO-H/Pigut.p01.hdf |
| Pingali | S_EG_05_SBL | S08-SO-L | spillway opening | 51.30 | 47.19 | 752.59 | 730.63 – 774.55 | 39.30 | 43.93 | gated · k·bay + (k−1)·pier | 0.30 | 1,418.60 | 0.0400 | 0.0300 | retained | Pingali/S_EG_05_SBL__S08-SO-L/pingali_project.p01.hdf |
| Pingali | S_EG_05_SBR | S09-SO-H | spillway opening | 51.30 | 47.19 | 752.59 | 730.63 – 774.55 | 39.30 | 43.93 | gated · k·bay + (k−1)·pier | 0.30 | 1,418.60 | 0.0400 | 0.0300 | retained | Pingali/S_EG_05_SBR__S09-SO-H/pingali_project.p01.hdf |
| Puna | S_EG_05_SBL | S08-SO-L | spillway opening | 24.39 | 25.73 | 48.00 | 18.00 – 78.00 | 18.90 | 60.00 | ungated · 4 × 15 m monolith | 0.30 | 1,307.88 | 1.2700 | 1.0300 | retained | Puna/S_EG_05_SBL__S08-SO-L/puna_project.p01.hdf |
| Puna | S_EG_05_SBR | S09-SO-H | spillway opening | 24.39 | 25.75 | 1,922.00 | 1,892.00 – 1,952.00 | 18.90 | 60.00 | ungated · 4 × 15 m monolith | 0.30 | 1,288.28 | 0.9800 | 0.8800 | retained | Puna/S_EG_05_SBR__S09-SO-H/puna_project.p01.hdf |
| Raidy | S_EG_05_SBL | S08-SO-L | spillway opening | 50.85 | 53.58 | 853.27 | 831.22 – 875.32 | 41.10 | 44.10 | gated · k·bay + (k−1)·pier | 0.30 | 2,915.17 | 0.0300 | 0.0100 | retained | Raidy/S_EG_05_SBL__S08-SO-L/Raidy.p01.hdf |
| Raidy | S_EG_05_SBR | S09-SO-H | spillway opening | 50.85 | 53.59 | 911.53 | 889.48 – 933.58 | 41.10 | 44.10 | gated · k·bay + (k−1)·pier | 0.30 | 2,915.15 | 0.0300 | 0.0100 | retained | Raidy/S_EG_05_SBR__S09-SO-H/Raidy.p01.hdf |
| Rajawal | S_EG_05_SBL | S08-SO-L | spillway opening | 56.75 | 58.76 | 1,731.40 | 1,708.43 – 1,754.38 | 44.60 | 45.95 | gated · k·bay + (k−1)·pier | 0.30 | 3,646.91 | 0.0200 | 0.0100 | retained | Rajawal/S_EG_05_SBL__S08-SO-L/rajawal_project.p01.hdf |
| Rajawal | S_EG_05_SBR | S09-SO-H | spillway opening | 56.75 | 58.76 | 1,780.48 | 1,757.51 – 1,803.46 | 44.60 | 45.95 | gated · k·bay + (k−1)·pier | 0.30 | 3,646.92 | 0.0200 | 0.0100 | retained | Rajawal/S_EG_05_SBR__S09-SO-H/rajawal_project.p01.hdf |
| Rami | S_EG_05_SBL | S08-SO-L | spillway opening | 196.35 | 194.31 | 48.50 | 18.50 – 78.50 | 188.13 | 60.00 | ungated · 4 × 15 m monolith | 0.30 | 1,329.76 | 2.2000 | 2.0200 | retained | Rami/S_EG_05_SBL__S08-SO-L/Rami.p01.hdf |
| Ranghola | S_EG_05_SBL | S08-SO-L | spillway opening | 62.50 | 66.08 | 24.72 | 1.72 – 47.72 | 57.05 | 46.00 | gated · k·bay + (k−1)·pier | 0.30 | 1,798.41 | 0.0300 | 0.0300 | retained | Ranghola/S_EG_05_SBL__S08-SO-L/ranghola_project.p01.hdf |
| Ranghola | S_EG_05_SBR | S09-SO-H | spillway opening | 62.50 | 65.72 | 527.00 | 504.00 – 550.00 | 51.10 | 46.00 | gated · k·bay + (k−1)·pier | 0.30 | 3,705.98 | 0.0300 | 0.0200 | retained | Ranghola/S_EG_05_SBR__S09-SO-H/ranghola_project.p01.hdf |
| Rangmati | S_EG_05_SBL | S08-SO-L | spillway opening | 43.20 | 42.64 | 1,720.45 | 1,698.62 – 1,742.28 | 35.80 | 43.65 | gated · k·bay + (k−1)·pier | 0.30 | 1,116.67 | 0.0500 | 0.0200 | retained | Rangmati/S_EG_05_SBL__S08-SO-L/rangmati_project.p01.hdf |
| Rangmati | S_EG_05_SBR | S09-SO-H | spillway opening | 43.20 | 42.63 | 1,731.95 | 1,710.12 – 1,753.78 | 35.80 | 43.65 | gated · k·bay + (k−1)·pier | 0.30 | 1,116.98 | 0.0500 | 0.0200 | retained | Rangmati/S_EG_05_SBR__S09-SO-H/rangmati_project.p01.hdf |
| Ruparel | S_EG_05_SBL | S08-SO-L | spillway opening | 48.20 | 46.51 | 1,727.00 | 1,697.00 – 1,757.00 | 39.70 | 60.00 | ungated · 4 × 15 m monolith | 0.30 | 1,573.12 | 0.1400 | 0.0600 | retained | Ruparel/S_EG_05_SBL__S08-SO-L/ruparel_project.p01.hdf |
| Ruparel | S_EG_05_SBR | S09-SO-H | spillway opening | 48.20 | 46.50 | 1,809.10 | 1,779.10 – 1,839.10 | 39.70 | 60.00 | ungated · 4 × 15 m monolith | 0.30 | 1,578.75 | 0.1000 | 0.0200 | retained | Ruparel/S_EG_05_SBR__S09-SO-H/ruparel_project.p01.hdf |
| Rupavati | S_EG_05_SBL | S08-SO-L | spillway opening | 77.30 | 77.30 | 939.00 | 909.00 – 969.00 | 68.80 | 60.00 | ungated · 4 × 15 m monolith | 0.30 | 1,761.67 | 0.0100 | 0.0100 | retained | Rupavati/S_EG_05_SBL__S08-SO-L/rupavati_project.p01.hdf |
| Rupavati | S_EG_05_SBR | S09-SO-H | spillway opening | 77.30 | 77.30 | 1,043.00 | 1,013.00 – 1,073.00 | 68.80 | 60.00 | ungated · 4 × 15 m monolith | 0.30 | 1,772.55 | 0.0100 | 0.0100 | retained | Rupavati/S_EG_05_SBR__S09-SO-H/rupavati_project.p01.hdf |
| Sabli | S_EG_05_SBL | S08-SO-L | spillway opening | 43.75 | 43.75 | 2,104.78 | 2,082.83 – 2,126.72 | 33.20 | 43.90 | gated · k·bay + (k−1)·pier | 0.30 | 2,038.07 | 0.0900 | 0.0200 | retained | Sabli/S_EG_05_SBL__S08-SO-L/sabli_project.p01.hdf |
| Sabli | S_EG_05_SBR | S09-SO-H | spillway opening | 43.75 | 43.75 | 2,185.86 | 2,163.92 – 2,207.81 | 33.98 | 43.90 | gated · k·bay + (k−1)·pier | 0.30 | 1,828.62 | 0.0700 | 0.0200 | retained | Sabli/S_EG_05_SBR__S09-SO-H/sabli_project.p01.hdf |
| Sapda | S_EG_05_SBL | S08-SO-L | spillway opening | 32.77 | 32.77 | 480.00 | 450.00 – 510.00 | 22.00 | 60.00 | ungated · 4 × 15 m monolith | 0.30 | 2,714.88 | 0.0100 | 0.0100 | retained | Sapda/S_EG_05_SBL__S08-SO-L/sapda.p01.hdf |
| Sapda | S_EG_05_SBR | S09-SO-H | spillway opening | 32.77 | 32.77 | 764.40 | 734.40 – 794.40 | 22.00 | 60.00 | ungated · 4 × 15 m monolith | 0.30 | 2,714.88 | 0.0100 | 0.0100 | retained | Sapda/S_EG_05_SBR__S09-SO-H/sapda.p01.hdf |
| Sasoi | S_EG_05_SBL | S08-SO-L | spillway opening | 28.95 | 32.10 | 54.00 | 24.00 – 84.00 | 25.36 | 60.00 | ungated · 4 × 15 m monolith | 0.30 | 1,514.01 | 0.0100 | 0.0100 | retained | Sasoi/S_EG_05_SBL__S08-SO-L/sasoi_project.p01.hdf |
| Sasoi | S_EG_05_SBR | S09-SO-H | spillway opening | 28.95 | 32.12 | 233.84 | 203.84 – 263.84 | 25.36 | 60.00 | ungated · 4 × 15 m monolith | 0.30 | 1,519.94 | 0.0100 | 0.0000 | retained | Sasoi/S_EG_05_SBR__S09-SO-H/sasoi_project.p01.hdf |
| Surajwadi | S_EG_05_SBL | S08-SO-L | spillway opening | 50.29 | 53.09 | 1,515.00 | 1,485.00 – 1,545.00 | 46.41 | 60.00 | ungated · 4 × 15 m monolith | 0.30 | 1,492.82 | 0.0600 | 0.0400 | retained | Surajwadi/S_EG_05_SBL__S08-SO-L/surajwadi_project.p01.hdf |
| Surajwadi | S_EG_05_SBR | S09-SO-H | spillway opening | 50.29 | 53.89 | 1,775.00 | 1,745.00 – 1,805.00 | 47.13 | 60.00 | ungated · 4 × 15 m monolith | 0.30 | 1,430.66 | 0.0000 | 0.0000 | retained | Surajwadi/S_EG_05_SBR__S09-SO-H/surajwadi_project.p01.hdf |
| Thebi | S_EG_05_SBL | S08-SO-L | spillway opening | 126.00 | 125.21 | 2,079.71 | 2,011.42 – 2,148.00 | 109.42 | 136.58 | gated · k·bay + (k−1)·pier | 0.30 | 4,176.77 | 0.4900 | 0.0500 | retained | Thebi/S_EG_05_SBL__S08-SO-L/Thebi_project.p01.hdf |
| Thebi | S_EG_05_SBR | S09-SO-H | spillway opening | 126.00 | 125.21 | 2,079.71 | 2,011.42 – 2,148.00 | 109.42 | 136.58 | gated · k·bay + (k−1)·pier | 0.30 | 4,176.77 | 0.4900 | 0.0500 | retained | Thebi/S_EG_05_SBR__S09-SO-H/Thebi_project.p01.hdf |
| Umiyasagar | S_EG_05_SBL | S08-SO-L | spillway opening | 71.05 | 76.19 | 622.78 | 600.83 – 644.72 | 60.70 | 43.90 | gated · k·bay + (k−1)·pier | 0.30 | 4,047.09 | 0.0100 | 0.0100 | retained | Umiyasagar/S_EG_05_SBL__S08-SO-L/umiyasagar_project.p01.hdf |
| Umiyasagar | S_EG_05_SBR | S09-SO-H | spillway opening | 71.05 | 76.32 | 796.54 | 774.59 – 818.48 | 61.89 | 43.90 | gated · k·bay + (k−1)·pier | 0.30 | 3,640.79 | 0.0100 | 0.0100 | retained | Umiyasagar/S_EG_05_SBR__S09-SO-H/umiyasagar_project.p01.hdf |
| Und I | S_EG_05_SBL | S08-SO-L | spillway opening | 98.00 | 106.02 | 3,344.48 | 3,322.53 – 3,366.42 | 84.86 | 43.90 | gated · k·bay + (k−1)·pier | 0.30 | 6,587.71 | 0.0100 | 0.0000 | retained | Und I/S_EG_05_SBL__S08-SO-L/und_1_project.p01.hdf |
| Und I | S_EG_05_SBR | S09-SO-H | spillway opening | 98.00 | 105.64 | 3,513.79 | 3,484.68 – 3,542.91 | 84.86 | 58.23 | gated · k·bay + (k−1)·pier | 0.30 | 8,503.01 | 0.0100 | 0.0000 | retained | Und I/S_EG_05_SBR__S09-SO-H/und_1_project.p01.hdf |
| Und III | S_EG_05_SBL | S08-SO-L | spillway opening | 110.60 | 110.60 | 1,361.00 | 1,331.00 – 1,391.00 | 99.99 | 60.00 | ungated · 4 × 15 m monolith | 0.30 | 2,695.91 | 0.1000 | 0.0200 | retained | Und III/S_EG_05_SBL__S08-SO-L/und_3_project.p01.hdf |
| Und III | S_EG_05_SBR | S09-SO-H | spillway opening | 110.60 | 110.60 | 1,424.00 | 1,394.00 – 1,454.00 | 99.99 | 60.00 | ungated · 4 × 15 m monolith | 0.30 | 2,705.21 | 0.0900 | 0.0200 | retained | Und III/S_EG_05_SBR__S09-SO-H/und_3_project.p01.hdf |
| Utavali-G | S_EG_05_SBL | S08-SO-L | spillway opening | 49.30 | 51.67 | 2,944.83 | 2,905.06 – 2,984.61 | 42.95 | 79.56 | gated · k·bay + (k−1)·pier | 0.30 | 3,040.61 | 0.0400 | 0.0300 | retained | Utavali-G/S_EG_05_SBL__S08-SO-L/utavali_project.p01.hdf |
| Utavali-G | S_EG_05_SBR | S09-SO-H | spillway opening | 49.30 | 51.67 | 3,169.47 | 3,129.70 – 3,209.25 | 42.95 | 79.56 | gated · k·bay + (k−1)·pier | 0.30 | 3,027.86 | 0.0400 | 0.0300 | retained | Utavali-G/S_EG_05_SBR__S09-SO-H/utavali_project.p01.hdf |
| Vadi | S_EG_05_SBL | S08-SO-L | spillway opening | 134.00 | 134.74 | 4,108.36 | 4,085.80 – 4,130.93 | 124.80 | 45.13 | gated · k·bay + (k−1)·pier | 0.30 | 2,115.63 | 0.0400 | 0.0200 | retained | Vadi/S_EG_05_SBL__S08-SO-L/vadi_project.p01.hdf |
| Vadi | S_EG_05_SBR | S09-SO-H | spillway opening | 134.00 | 134.75 | 4,155.93 | 4,133.36 – 4,178.50 | 124.80 | 45.14 | gated · k·bay + (k−1)·pier | 0.30 | 2,114.92 | 0.0400 | 0.0200 | retained | Vadi/S_EG_05_SBR__S09-SO-H/vadi_project.p01.hdf |
| Vadiya | S_EG_05_SBL | S08-SO-L | spillway opening | 130.25 | 130.25 | 1,181.60 | 1,159.62 – 1,203.57 | 121.71 | 43.95 | gated · k·bay + (k−1)·pier | 0.30 | 1,589.78 | 0.0500 | 0.0100 | retained | Vadiya/S_EG_05_SBL__S08-SO-L/vadiya.p01.hdf |
| Vadiya | S_EG_05_SBR | S09-SO-H | spillway opening | 130.25 | 130.25 | 1,193.19 | 1,171.22 – 1,215.17 | 121.71 | 43.95 | gated · k·bay + (k−1)·pier | 0.30 | 1,590.54 | 0.0600 | 0.0100 | retained | Vadiya/S_EG_05_SBR__S09-SO-H/vadiya.p01.hdf |
| Vagadi | S_EG_05_SBL | S08-SO-L | spillway opening | 44.50 | 44.50 | 509.00 | 493.00 – 525.00 | 38.97 | 32.00 | ungated · whole spillway, capped below 60 m — declared | 0.30 | 446.37 | 0.4800 | 0.0300 | retained | Vagadi/S_EG_05_SBL__S08-SO-L/Vagadi.p01.hdf |
| Vagadi | S_EG_05_SBR | S09-SO-H | spillway opening | 44.50 | 44.50 | 509.00 | 493.00 – 525.00 | 38.97 | 32.00 | ungated · whole spillway, capped below 60 m — declared | 0.30 | 446.37 | 0.4800 | 0.0300 | retained | Vagadi/S_EG_05_SBR__S09-SO-H/Vagadi.p01.hdf |
| Vaidy | S_EG_05_SBL | S08-SO-L | spillway opening | 199.20 | 198.66 | 41.00 | 11.00 – 71.00 | 193.20 | 60.00 | ungated · 4 × 15 m monolith | 0.30 | 860.08 | 3.0100 | 2.5700 | retained | Vaidy/S_EG_05_SBL__S08-SO-L/vaidy_project.p01.hdf |
| Vaidy | S_EG_05_SBR | S09-SO-H | spillway opening | 199.20 | 198.46 | 103.00 | 73.00 – 133.00 | 193.00 | 60.00 | ungated · 4 × 15 m monolith | 0.30 | 959.56 | 0.1700 | 0.0300 | retained | Vaidy/S_EG_05_SBR__S09-SO-H/vaidy_project.p01.hdf |
| Vijarkhi | S_EG_05_SBL | S08-SO-L | spillway opening | 30.48 | 28.89 | 30.00 | 0.00 – 60.00 | 18.02 | 60.00 | ungated · 4 × 15 m monolith | 0.30 | 3,098.06 | 0.0300 | 0.0200 | retained | Vijarkhi/S_EG_05_SBL__S08-SO-L/vijarkhi_project.p01.hdf |
| Vijarkhi | S_EG_05_SBR | S09-SO-H | spillway opening | 30.48 | 28.89 | 274.80 | 244.80 – 304.80 | 18.00 | 60.00 | ungated · 4 × 15 m monolith | 0.30 | 3,104.92 | 0.0200 | 0.0200 | retained | Vijarkhi/S_EG_05_SBR__S09-SO-H/vijarkhi_project.p01.hdf |
| Vrajmi | S_EG_05_SBL | S08-SO-L | spillway opening | 94.00 | 94.00 | 1,365.58 | 1,343.63 – 1,387.52 | 81.35 | 43.90 | gated · k·bay + (k−1)·pier | 0.30 | 2,624.37 | 0.0800 | 0.0100 | retained | Vrajmi/S_EG_05_SBL__S08-SO-L/Vrajmi.p01.hdf |
| Vrajmi | S_EG_05_SBR | S09-SO-H | spillway opening | 94.00 | 94.00 | 1,423.50 | 1,401.55 – 1,445.44 | 81.01 | 43.90 | gated · k·bay + (k−1)·pier | 0.30 | 2,838.52 | 0.0700 | 0.0200 | retained | Vrajmi/S_EG_05_SBR__S09-SO-H/Vrajmi.p01.hdf |
| Wagadia | S_EG_05_SBL | S08-SO-L | spillway opening | 62.05 | 59.14 | 55.00 | 25.00 – 85.00 | 53.20 | 60.00 | ungated · 4 × 15 m monolith | 0.30 | 1,322.22 | 0.0100 | 0.0000 | retained | Wagadia/S_EG_05_SBL__S08-SO-L/wagadia_project.p01.hdf |
| Wagadia | S_EG_05_SBR | S09-SO-H | spillway opening | 62.05 | 59.09 | 202.00 | 172.00 – 232.00 | 53.20 | 60.00 | ungated · 4 × 15 m monolith | 0.30 | 1,322.17 | 0.0000 | 0.0000 | retained | Wagadia/S_EG_05_SBR__S09-SO-H/wagadia_project.p01.hdf |
| Wodisang | S_EG_05_SBL | S08-SO-L | spillway opening | 76.50 | 76.50 | 475.00 | 445.00 – 505.00 | 65.70 | 60.00 | ungated · 4 × 15 m monolith | 0.30 | 2,960.90 | 0.0200 | 0.0100 | retained | Wodisang/S_EG_05_SBL__S08-SO-L/wodisang.p01.hdf |
| Wodisang | S_EG_05_SBR | S09-SO-H | spillway opening | 76.50 | 76.50 | 786.70 | 756.70 – 816.70 | 65.70 | 60.00 | ungated · 4 × 15 m monolith | 0.30 | 2,961.09 | 0.0200 | 0.0100 | retained | Wodisang/S_EG_05_SBR__S09-SO-H/wodisang.p01.hdf |
Non-failure scenarios routing, references and gate operations — no breach
These carry no breach by design: no-failure references, design-flood routing screens, and gate-operation cases. They are accepted artefacts with full packages in the primary store — they simply have no breach parameters to publish, so they are listed rather than tabulated with the breach scenarios.
| Dam | Run id | Canonical | Stakeholder label | inflow | initial m | MSA m | err total % | err 2D % | HDF in primary |
|---|---|---|---|---|---|---|---|---|---|
| Bagad | S_EG_00_REF | S01-FW-REF | Fair-weather no-failure reference | fair weather (baseflow) | 60.41 | 60.48 | 0.0000 | 0.0100 | Bagad/S_EG_00_REF__S01-FW-REF/bagad_project.p01.hdf |
| Bagad | S_EG_01 | S03-DF-REF | Design-flood no-failure routing | design flood (IDF) | 60.41 | 63.45 | 0.0200 | 0.0100 | Bagad/S_EG_01__S03-DF-REF/bagad_project.p01.hdf |
| Baldeva | S_EG_00_REF | S01-FW-REF | Fair-weather no-failure reference | fair weather (baseflow) | 141.50 | 141.52 | 0.0000 | 0.0100 | Baldeva/S_EG_00_REF__S01-FW-REF/baldeva_project.p01.hdf |
| Baldeva | S_EG_01 | S03-DF-REF | Design-flood no-failure routing | design flood (IDF) | 141.50 | 142.79 | 0.0300 | 0.0300 | Baldeva/S_EG_01__S03-DF-REF/baldeva_project.p01.hdf |
| Bamathiya-2 | S_EG_00_REF | S01-FW-REF | Fair-weather no-failure reference | fair weather (baseflow) | 32.16 | 32.18 | 0.0300 | 0.0300 | Bamathiya-2/S_EG_00_REF__S01-FW-REF/bamathiya_2_project.p01.hdf |
| Bamathiya-2 | S_EG_01 | S03-DF-REF | Design-flood no-failure routing | design flood (IDF) | 32.16 | 33.10 | 0.0100 | 0.0100 | Bamathiya-2/S_EG_01__S03-DF-REF/bamathiya_2_project.p01.hdf |
| Bantwa Kharo | S_EG_00_REF | S01-FW-REF | Fair-weather no-failure reference | fair weather (baseflow) | 16.25 | 16.41 | 0.0000 | 0.0000 | Bantwa Kharo/S_EG_00_REF__S01-FW-REF/Bantwakharo.p01.hdf |
| Bantwa Kharo | S_EG_01 | S03-DF-REF | Design-flood no-failure routing | design flood (IDF) | 16.25 | 20.04 | 0.0200 | 0.0300 | Bantwa Kharo/S_EG_01__S03-DF-REF/Bantwakharo.p01.hdf |
| Bantwa Kharo | S_EG_06 | S06-DF-OPS | Design-flood routing with all gates open | design flood (IDF) | 16.25 | 16.38 | 0.0400 | 0.0200 | Bantwa Kharo/S_EG_06__S06-DF-OPS/Bantwakharo.p01.hdf |
| Bela | S_EG_00_REF | S01-FW-REF | Fair-weather no-failure reference | fair weather (baseflow) | 59.44 | 59.47 | 0.0100 | 0.0000 | Bela/S_EG_00_REF__S01-FW-REF/Bela.p01.hdf |
| Bela | S_EG_01 | S03-DF-REF | Design-flood no-failure routing | design flood (IDF) | 59.44 | 60.48 | 0.7400 | 0.7500 | Bela/S_EG_01__S03-DF-REF/Bela.p01.hdf |
| Bhimdad | S_E_00_REF | S01-FW-REF | Fair-weather no-failure reference | fair weather (baseflow) | 104.85 | 104.95 | 0.0000 | 0.0200 | Bhimdad/S_E_00_REF__S01-FW-REF/bhimdad_project.p01.hdf |
| Bhimdad | S_E_01 | S03-DF-REF | Design-flood no-failure routing | design flood (IDF) | 104.85 | 109.57 | 0.1000 | 0.1000 | Bhimdad/S_E_01__S03-DF-REF/bhimdad_project.p01.hdf |
| Daiminisar | S_EG_00_REF | S01-FW-REF | Fair-weather no-failure reference | fair weather (baseflow) | 75.40 | 75.47 | 0.0000 | 0.0100 | Daiminisar/S_EG_00_REF__S01-FW-REF/daiminisar_project.p01.hdf |
| Daiminisar | S_EG_01 | S03-DF-REF | Design-flood no-failure routing | design flood (IDF) | 75.40 | 78.87 | 0.0100 | 0.0100 | Daiminisar/S_EG_01__S03-DF-REF/daiminisar_project.p01.hdf |
| Dantiwada | S01_FW_REF | S01-FW-REF | Fair-weather no-failure reference | fair weather (baseflow) | 184.15 | 185.45 | 0.0000 | 0.0000 | Dantiwada/S01_FW_REF__S01-FW-REF/dantiwada_project.p01.hdf |
| Dantiwada | S03_DF_REF | S03-DF-REF | Design-flood no-failure routing | design flood (IDF) | 184.15 | 188.77 | 0.0100 | 0.0100 | Dantiwada/S03_DF_REF__S03-DF-REF/dantiwada_project.p01.hdf |
| Dantiwada | S06_DF_OPS | S06-DF-OPS | Design-flood routing with all gates open | design flood (IDF) | 184.15 | 185.61 | 0.0100 | 0.0100 | Dantiwada/S06_DF_OPS__S06-DF-OPS/dantiwada_project.p01.hdf |
| Dhatarwadi-II | S_EG_00_REF | S01-FW-REF | Fair-weather no-failure reference | fair weather (baseflow) | 34.41 | 37.73 | 0.0000 | 0.0000 | Dhatarwadi-II/S_EG_00_REF__S01-FW-REF/dhatarwadi_project.p01.hdf |
| Dhatarwadi-II | S_EG_01 | S03-DF-REF | Design-flood no-failure routing (all gates closed) | design flood (IDF) | 34.41 | 40.79 | 0.0100 | 0.0100 | Dhatarwadi-II/S_EG_01__S03-DF-REF/dhatarwadi_project.p01.hdf |
| Dhatarwadi-II | S_EG_06 | S06-DF-OPS | Design-flood routing (all gates open) | design flood (IDF) | 34.41 | 40.19 | 0.0300 | 0.0100 | Dhatarwadi-II/S_EG_06__S06-DF-OPS/dhatarwadi_project.p01.hdf |
| Dhatarwadi-II | S_EG_08_GFL | S11-GF-L | Design-flood gate failure, left bank | gate failure | 34.41 | 40.64 | 0.0100 | 0.0100 | Dhatarwadi-II/S_EG_08_GFL__S11-GF-L/dhatarwadi_project.p01.hdf |
| Dhatarwadi-II | S_EG_08_GFR | S12-GF-R | Design-flood gate failure, right bank | gate failure | 34.41 | 40.26 | 0.0200 | 0.0100 | Dhatarwadi-II/S_EG_08_GFR__S12-GF-R/dhatarwadi_project.p01.hdf |
| Dholi | S_EG_00_REF | S01-FW-REF | Fair-weather no-failure reference | fair weather (baseflow) | 136.00 | 136.02 | 0.0200 | 0.0300 | Dholi/S_EG_00_REF__S01-FW-REF/dholi_project.p01.hdf |
| Dholi | S_EG_01 | S03-DF-REF | Design-flood no-failure routing | design flood (IDF) | 136.00 | 137.35 | 0.0200 | 0.0200 | Dholi/S_EG_01__S03-DF-REF/dholi_project.p01.hdf |
| Dijio | S_EG_00_REF | S01-FW-REF | Fair-weather no-failure reference | fair weather (baseflow) | 106.45 | 106.39 | 0.1300 | 0.0300 | Dijio/S_EG_00_REF__S01-FW-REF/Dijio.p01.hdf |
| Dijio | S_EG_01 | S03-DF-REF | Design-flood no-failure routing | design flood (IDF) | 106.45 | 107.56 | 0.0200 | 0.0200 | Dijio/S_EG_01__S03-DF-REF/Dijio.p01.hdf |
| Fulzar I | S_EG_00_REF | S01-FW-REF | Fair-weather no-failure reference | fair weather (baseflow) | 24.69 | 24.75 | 0.0100 | 0.0200 | Fulzar I/S_EG_00_REF__S01-FW-REF/Fulzar-I.p01.hdf |
| Fulzar I | S_EG_01 | S03-DF-REF | Design-flood no-failure routing | design flood (IDF) | 24.69 | 27.96 | 0.0000 | 0.0000 | Fulzar I/S_EG_01__S03-DF-REF/Fulzar-I.p01.hdf |
| Fulzar II | S_EG_00_REF | S01-FW-REF | Fair-weather no-failure reference | fair weather (baseflow) | 52.12 | 52.16 | 0.0000 | 0.0100 | Fulzar II/S_EG_00_REF__S01-FW-REF/fulzar_2_project.p01.hdf |
| Fulzar II | S_EG_01 | S03-DF-REF | Design-flood no-failure routing | design flood (IDF) | 52.12 | 53.46 | 0.0200 | 0.0200 | Fulzar II/S_EG_01__S03-DF-REF/fulzar_2_project.p01.hdf |
| Fulzar KB | S_EG_00_REF | S01-FW-REF | Fair-weather no-failure reference | fair weather (baseflow) | 95.85 | 96.01 | 0.0000 | 0.0000 | Fulzar KB/S_EG_00_REF__S01-FW-REF/fulzarkb.p01.hdf |
| Fulzar KB | S_EG_01 | S03-DF-REF | Design-flood no-failure routing | design flood (IDF) | 95.85 | 102.08 | 0.0100 | 0.0100 | Fulzar KB/S_EG_01__S03-DF-REF/fulzarkb.p01.hdf |
| Fulzar KB | S_EG_06 | S06-DF-OPS | Design-flood routing with all gates open | design flood (IDF) | 95.85 | 97.82 | 0.0200 | 0.0100 | Fulzar KB/S_EG_06__S06-DF-OPS/fulzarkb.p01.hdf |
| Ghelo-I | S_EG_00_REF | S01-FW-REF | Fair-weather no-failure reference | fair weather (baseflow) | 166.72 | 166.79 | 0.0000 | 0.0100 | Ghelo-I/S_EG_00_REF__S01-FW-REF/ghelo_project.p01.hdf |
| Ghelo-I | S_EG_01 | S03-DF-REF | Design-flood no-failure routing | design flood (IDF) | 166.72 | 169.83 | 0.0100 | 0.0100 | Ghelo-I/S_EG_01__S03-DF-REF/ghelo_project.p01.hdf |
| Goma | S_EG_00_REF | S01-FW-REF | Fair-weather no-failure reference | fair weather (baseflow) | 126.50 | 126.60 | 0.0000 | 0.0100 | Goma/S_EG_00_REF__S01-FW-REF/goma_project.p01.hdf |
| Goma | S_EG_01 | S03-DF-REF | Design-flood no-failure routing | design flood (IDF) | 126.50 | 130.59 | 0.0500 | 0.0500 | Goma/S_EG_01__S03-DF-REF/goma_project.p01.hdf |
| Hamirpara | S01 | S01-FW-REF | Fair-weather no-failure reference | fair weather (baseflow) | 87.80 | 88.29 | 0.0000 | 0.0000 | Hamirpara/S01__S01-FW-REF/hamirpara_project.p01.hdf |
| Hamirpara | S03 | S03-DF-REF | Design-flood no-failure routing | design flood (IDF) | 87.80 | 90.69 | 0.0100 | 0.0200 | Hamirpara/S03__S03-DF-REF/hamirpara_project.p01.hdf |
| Hamirpara | S07 | S06-DF-OPS | Design-flood routing with all gates open | design flood (IDF) | 87.80 | 87.21 | 0.0400 | 0.0100 | Hamirpara/S07__S06-DF-OPS/hamirpara_project.p01.hdf |
| Hanol | S01 | S01-FW-REF | Fair-weather no-failure reference | fair weather (baseflow) | 90.10 | 90.22 | 0.0000 | 0.0000 | Hanol/S01__S01-FW-REF/hanol_project.p01.hdf |
| Hanol | S03 | S03-DF-REF | Design-flood no-failure routing | design flood (IDF) | 90.10 | 93.33 | 0.0400 | 0.0500 | Hanol/S03__S03-DF-REF/hanol_project.p01.hdf |
| Hanol | S05 | S06-DF-OPS | Design-flood routing with all gates open | design flood (IDF) | 90.10 | 89.99 | 0.0500 | 0.0200 | Hanol/S05__S06-DF-OPS/hanol_project.p01.hdf |
| Harnav-2 | S_EG_00_REF | S01-FW-REF | Fair-weather no-failure reference | fair weather (baseflow) | 332.00 | 332.46 | 0.0000 | 0.0000 | Harnav-2/S_EG_00_REF__S01-FW-REF/harnav_2_project.p01.hdf |
| Harnav-2 | S_EG_01 | S03-DF-REF | Design-flood no-failure routing (all gates closed) | design flood (IDF) | 332.00 | 339.07 | 0.0100 | 0.0100 | Harnav-2/S_EG_01__S03-DF-REF/harnav_2_project.p01.hdf |
| Harnav-2 | S_EG_06 | S06-DF-OPS | Design-flood routing (all gates open) | design flood (IDF) | 332.00 | 331.33 | 0.0400 | 0.0100 | Harnav-2/S_EG_06__S06-DF-OPS/harnav_2_project.p01.hdf |
| Jaspara-Mandava | S_EG_00_REF | S01-FW-REF | Fair-weather no-failure reference | fair weather (baseflow) | 40.25 | 40.30 | 0.0000 | 0.0100 | Jaspara-Mandava/S_EG_00_REF__S01-FW-REF/jaspara_mandava_pro.p01.hdf |
| Jaspara-Mandava | S_EG_01 | S03-DF-REF | Design-flood no-failure routing (all gates closed) | design flood (IDF) | 40.25 | 42.42 | 0.0200 | 0.0200 | Jaspara-Mandava/S_EG_01__S03-DF-REF/jaspara_mandava_pro.p01.hdf |
| Jawanpura | S_EG_00_REF | S01-FW-REF | Fair-weather no-failure reference | fair weather (baseflow) | 91.00 | 91.04 | 0.0000 | 0.0000 | Jawanpura/S_EG_00_REF__S01-FW-REF/Jawanpura.p01.hdf |
| Jawanpura | S_EG_01 | S03-DF-REF | Design-flood no-failure routing | design flood (IDF) | 91.00 | 101.09 | 0.0000 | 0.0000 | Jawanpura/S_EG_01__S03-DF-REF/Jawanpura.p01.hdf |
| Jawanpura | S_EG_06 | S06-DF-OPS | Design-flood routing with all gates open | design flood (IDF) | 91.00 | 95.65 | 0.0100 | 0.0000 | Jawanpura/S_EG_06__S06-DF-OPS/Jawanpura.p01.hdf |
| Kalubhar | S_EG_00_REF | S01-FW-REF | Fair-weather no-failure reference | fair weather (baseflow) | 60.40 | 61.66 | 0.0000 | 0.0000 | Kalubhar/S_EG_00_REF__S01-FW-REF/Kalubhar_109.p02.hdf |
| Kalubhar | S_EG_01 | S03-DF-REF | Design-flood no-failure routing (all gates closed) | design flood (IDF) | 60.40 | 67.62 | 0.0700 | 0.0800 | Kalubhar/S_EG_01__S03-DF-REF/Kalubhar_109.p02.hdf |
| Kalubhar | S_EG_06 | S06-DF-OPS | Design-flood routing (all gates open) | design flood (IDF) | 60.40 | 65.29 | 0.0900 | 0.0800 | Kalubhar/S_EG_06__S06-DF-OPS/Kalubhar_109.p02.hdf |
| Kaniyad | S_EG_00_REF | S01-FW-REF | Fair-weather no-failure reference | fair weather (baseflow) | 102.25 | 102.37 | 0.0000 | 0.0000 | Kaniyad/S_EG_00_REF__S01-FW-REF/Kaniyad.p01.hdf |
| Kaniyad | S_EG_01 | S03-DF-REF | Design-flood no-failure routing | design flood (IDF) | 102.25 | 104.97 | 0.0600 | 0.0800 | Kaniyad/S_EG_01__S03-DF-REF/Kaniyad.p01.hdf |
| Kaniyad | S_EG_06 | S06-DF-OPS | Design-flood routing with all gates open | design flood (IDF) | 102.25 | 101.81 | 0.0600 | 0.0300 | Kaniyad/S_EG_06__S06-DF-OPS/Kaniyad.p01.hdf |
| Kankavati | S_EG_00_REF | S01-FW-REF | Fair-weather no-failure reference | fair weather (baseflow) | 30.50 | 30.71 | 0.0000 | 0.0000 | Kankavati/S_EG_00_REF__S01-FW-REF/kankavati_project.p01.hdf |
| Kankavati | S_EG_01 | S03-DF-REF | Design-flood no-failure routing | design flood (IDF) | 30.50 | 35.33 | 0.0100 | 0.0100 | Kankavati/S_EG_01__S03-DF-REF/kankavati_project.p01.hdf |
| Kankavati | S_EG_06 | S06-DF-OPS | Design-flood routing with all gates open | design flood (IDF) | 30.50 | 32.08 | 0.0200 | 0.0000 | Kankavati/S_EG_06__S06-DF-OPS/kankavati_project.p01.hdf |
| Karjan | S_EG_00_REF | S01-FW-REF | Fair-weather no-failure reference | fair weather (baseflow) | 115.25 | 116.35 | 0.0000 | 0.0000 | Karjan/S_EG_00_REF__S01-FW-REF/karjan_project.p01.hdf |
| Karjan | S_EG_01 | S03-DF-REF | Design-flood no-failure routing | design flood (IDF) | 115.25 | 123.20 | 0.0000 | 0.0100 | Karjan/S_EG_01__S03-DF-REF/karjan_project.p01.hdf |
| Karjan | S_EG_06 | S06-DF-OPS | Design-flood routing with all gates open | design flood (IDF) | 115.25 | 114.42 | 0.2000 | 0.1800 | Karjan/S_EG_06__S06-DF-OPS/karjan_project.p01.hdf |
| Khad Khambhalia | S_EG_00_REF | S01-FW-REF | Fair-weather no-failure reference | fair weather (baseflow) | 114.10 | 114.14 | 0.0000 | 0.0100 | Khad Khambhalia/S_EG_00_REF__S01-FW-REF/khadkhambhaliya_pro.p01.hdf |
| Khad Khambhalia | S_EG_01 | S03-DF-REF | Design-flood no-failure routing | design flood (IDF) | 114.10 | 117.28 | 0.0100 | 0.0100 | Khad Khambhalia/S_EG_01__S03-DF-REF/khadkhambhaliya_pro.p01.hdf |
| Khambhada | S_EG_00_REF | S01-FW-REF | Fair-weather no-failure reference | fair weather (baseflow) | 50.35 | 50.64 | 0.0000 | 0.0000 | Khambhada/S_EG_00_REF__S01-FW-REF/khambhada_project.p01.hdf |
| Khambhada | S_EG_01 | S03-DF-REF | Design-flood no-failure routing (all gates closed) | design flood (IDF) | 50.35 | 53.60 | 0.0200 | 0.0300 | Khambhada/S_EG_01__S03-DF-REF/khambhada_project.p01.hdf |
| Khambhada | S_EG_06 | S06-DF-OPS | Design-flood routing (all gates open) | design flood (IDF) | 50.35 | 50.29 | 0.0400 | 0.0200 | Khambhada/S_EG_06__S06-DF-OPS/khambhada_project.p01.hdf |
| Kharo | S_EG_00_REF | S01-FW-REF | Fair-weather no-failure reference | fair weather (baseflow) | 54.12 | 54.79 | 0.0000 | 0.0000 | Kharo/S_EG_00_REF__S01-FW-REF/kharo_project_1.p01.hdf |
| Kharo | S_EG_01 | S03-DF-REF | Design-flood no-failure routing | design flood (IDF) | 54.12 | 58.96 | 0.0100 | 0.0100 | Kharo/S_EG_01__S03-DF-REF/kharo_project_1.p01.hdf |
| Kharo | S_EG_06 | S06-DF-OPS | Design-flood routing with all gates open | design flood (IDF) | 54.12 | 55.00 | 0.0400 | 0.0100 | Kharo/S_EG_06__S06-DF-OPS/kharo_project_1.p01.hdf |
| Khodiyar | S_EG_00_REF | S01-FW-REF | Fair-weather no-failure reference | fair weather (baseflow) | 202.68 | 203.24 | 0.0000 | 0.0000 | Khodiyar/S_EG_00_REF__S01-FW-REF/khodiyar_hecras.p01.hdf |
| Khodiyar | S_EG_01 | S03-DF-REF | Design-flood no-failure routing | design flood (IDF) | 202.68 | 210.98 | 0.0100 | 0.0100 | Khodiyar/S_EG_01__S03-DF-REF/khodiyar_hecras.p01.hdf |
| Khodiyar | S_EG_06 | S06-DF-OPS | Design-flood routing with all gates open | design flood (IDF) | 202.68 | 207.88 | 0.0200 | 0.0100 | Khodiyar/S_EG_06__S06-DF-OPS/khodiyar_hecras.p01.hdf |
| Lakhanka | S_EG_00_REF | S01-FW-REF | Fair-weather no-failure reference | fair weather (baseflow) | 44.22 | 44.91 | 0.0000 | 0.0000 | Lakhanka/S_EG_00_REF__S01-FW-REF/lakhanka_project.p01.hdf |
| Lakhanka | S_EG_01 | S03-DF-REF | Design-flood no-failure routing | design flood (IDF) | 44.22 | 48.20 | 0.0500 | 0.0500 | Lakhanka/S_EG_01__S03-DF-REF/lakhanka_project.p01.hdf |
| Lakhanka | S_EG_06 | S06-DF-OPS | Design-flood routing with all gates open | design flood (IDF) | 44.22 | 44.37 | 0.0500 | 0.0300 | Lakhanka/S_EG_06__S06-DF-OPS/lakhanka_project.p01.hdf |
| Madhuvanti | S_EG_00_REF | S01-FW-REF | Fair-weather no-failure reference | fair weather (baseflow) | 165.19 | 165.23 | 0.0000 | 0.0100 | Madhuvanti/S_EG_00_REF__S01-FW-REF/madhuvanti_project.p01.hdf |
| Madhuvanti | S_EG_01 | S03-DF-REF | Design-flood no-failure routing | design flood (IDF) | 165.19 | 167.22 | 0.0400 | 0.0400 | Madhuvanti/S_EG_01__S03-DF-REF/madhuvanti_project.p01.hdf |
| Malpara | S_EG_00_REF | S01-FW-REF | Fair-weather no-failure reference | fair weather (baseflow) | 78.10 | 78.62 | 0.0000 | 0.0000 | Malpara/S_EG_00_REF__S01-FW-REF/Malpara.p01.hdf |
| Malpara | S_EG_01 | S03-DF-REF | Design-flood no-failure routing | design flood (IDF) | 78.10 | 81.83 | 0.0000 | 0.0100 | Malpara/S_EG_01__S03-DF-REF/Malpara.p01.hdf |
| Malpara | S_EG_06 | S06-DF-OPS | Design-flood routing with all gates open | design flood (IDF) | 78.10 | 78.32 | 0.0300 | 0.0000 | Malpara/S_EG_06__S06-DF-OPS/Malpara.p01.hdf |
| Mota Kotada | S_EG_00_REF | S01-FW-REF | Fair-weather no-failure reference | fair weather (baseflow) | 178.60 | 178.64 | 0.0000 | 0.0100 | Mota Kotada/S_EG_00_REF__S01-FW-REF/kotada_project.p01.hdf |
| Mota Kotada | S_EG_01 | S03-DF-REF | Design-flood no-failure routing | design flood (IDF) | 178.60 | 180.08 | 0.0200 | 0.0200 | Mota Kotada/S_EG_01__S03-DF-REF/kotada_project.p01.hdf |
| Mukteshwar | S_EG_00_REF | S01-FW-REF | Fair-weather no-failure reference | fair weather (baseflow) | 201.65 | 202.28 | 0.0000 | 0.0000 | Mukteshwar/S_EG_00_REF__S01-FW-REF/Mukteswar.p01.hdf |
| Mukteshwar | S_EG_01 | S03-DF-REF | Design-flood no-failure routing (all gates closed) | design flood (IDF) | 201.65 | 208.12 | 0.0300 | 0.0400 | Mukteshwar/S_EG_01__S03-DF-REF/Mukteswar.p01.hdf |
| Mukteshwar | S_EG_06 | S06-DF-OPS | Design-flood routing (all gates open) | design flood (IDF) | 201.65 | 199.94 | 0.0600 | 0.0400 | Mukteshwar/S_EG_06__S06-DF-OPS/Mukteswar.p01.hdf |
| Munjiyasar | S_EG_00_REF | S01-FW-REF | Fair-weather no-failure reference | fair weather (baseflow) | 62.95 | 62.99 | 0.0000 | 0.0100 | Munjiyasar/S_EG_00_REF__S01-FW-REF/munjiyasar_project.p01.hdf |
| Munjiyasar | S_EG_01 | S03-DF-REF | Design-flood no-failure routing | design flood (IDF) | 62.95 | 65.37 | 0.0200 | 0.0200 | Munjiyasar/S_EG_01__S03-DF-REF/munjiyasar_project.p01.hdf |
| Phophal 2 | S_EG_00_REF | S01-FW-REF | Fair-weather no-failure reference | fair weather (baseflow) | 129.34 | 129.40 | 0.0000 | 0.0100 | Phophal 2/S_EG_00_REF__S01-FW-REF/phophal_2_project.p01.hdf |
| Phophal 2 | S_EG_01 | S03-DF-REF | Design-flood no-failure routing | design flood (IDF) | 129.34 | 131.14 | 0.0100 | 0.0100 | Phophal 2/S_EG_01__S03-DF-REF/phophal_2_project.p01.hdf |
| Pigut | S_EG_00_REF | S01-FW-REF | Fair-weather no-failure reference | fair weather (baseflow) | 139.70 | 139.73 | 0.0200 | 0.0300 | Pigut/S_EG_00_REF__S01-FW-REF/Pigut.p01.hdf |
| Pigut | S_EG_01 | S03-DF-REF | Design-flood no-failure routing | design flood (IDF) | 139.70 | 141.15 | 0.1000 | 0.1000 | Pigut/S_EG_01__S03-DF-REF/Pigut.p01.hdf |
| Pingali | S_EG_00_REF | S01-FW-REF | Fair-weather no-failure reference | fair weather (baseflow) | 51.30 | 52.04 | 0.0000 | 0.0000 | Pingali/S_EG_00_REF__S01-FW-REF/pingali_project.p01.hdf |
| Pingali | S_EG_01 | S03-DF-REF | Design-flood no-failure routing | design flood (IDF) | 51.30 | 53.95 | 0.0300 | 0.0300 | Pingali/S_EG_01__S03-DF-REF/pingali_project.p01.hdf |
| Pingali | S_EG_06 | S06-DF-OPS | Design-flood routing with all gates open | design flood (IDF) | 51.30 | 51.61 | 0.0500 | 0.0200 | Pingali/S_EG_06__S06-DF-OPS/pingali_project.p01.hdf |
| Puna | S_EG_00_REF | S01-FW-REF | Fair-weather no-failure reference | fair weather (baseflow) | 24.39 | 24.43 | 0.0000 | 0.0100 | Puna/S_EG_00_REF__S01-FW-REF/puna_project.p01.hdf |
| Puna | S_EG_01 | S03-DF-REF | Design-flood no-failure routing | design flood (IDF) | 24.39 | 26.40 | 0.0100 | 0.0100 | Puna/S_EG_01__S03-DF-REF/puna_project.p01.hdf |
| Raidy | S01 | S01-FW-REF | Fair-weather no-failure reference | fair weather (baseflow) | 50.85 | 51.69 | 0.0000 | 0.0000 | Raidy/S01__S01-FW-REF/Raidy.p01.hdf |
| Raidy | S03 | S03-DF-REF | Design-flood no-failure routing | design flood (IDF) | 50.85 | 55.50 | 0.0100 | 0.0100 | Raidy/S03__S03-DF-REF/Raidy.p01.hdf |
| Raidy | S05 | S06-DF-OPS | Design-flood routing with all gates open | design flood (IDF) | 50.85 | 51.35 | 0.0300 | 0.0100 | Raidy/S05__S06-DF-OPS/Raidy.p01.hdf |
| Rajawal | S_EG_00_REF | S01-FW-REF | Fair-weather no-failure reference | fair weather (baseflow) | 56.75 | 57.13 | 0.0000 | 0.0000 | Rajawal/S_EG_00_REF__S01-FW-REF/rajawal_project.p01.hdf |
| Rajawal | S_EG_01 | S03-DF-REF | Design-flood no-failure routing | design flood (IDF) | 56.75 | 63.01 | 0.5100 | 0.6900 | Rajawal/S_EG_01__S03-DF-REF/rajawal_project.p01.hdf |
| Rajawal | S_EG_06 | S06-DF-OPS | Design-flood routing with all gates open | design flood (IDF) | 56.75 | 59.02 | 0.0200 | 0.0100 | Rajawal/S_EG_06__S06-DF-OPS/rajawal_project.p01.hdf |
| Rami | S_EG_00_REF | S01-FW-REF | Fair-weather no-failure reference | fair weather (baseflow) | 196.35 | 196.37 | 0.0100 | 0.0100 | Rami/S_EG_00_REF__S01-FW-REF/Rami.p01.hdf |
| Rami | S_EG_01 | S03-DF-REF | Design-flood no-failure routing | design flood (IDF) | 196.35 | 197.79 | 0.1100 | 0.1000 | Rami/S_EG_01__S03-DF-REF/Rami.p01.hdf |
| Ranghola | S_EG_00_REF | S01-FW-REF | Fair-weather no-failure reference | fair weather (baseflow) | 62.50 | 62.81 | 0.0000 | 0.0000 | Ranghola/S_EG_00_REF__S01-FW-REF/ranghola_project.p01.hdf |
| Ranghola | S_EG_01 | S03-DF-REF | Design-flood no-failure routing | design flood (IDF) | 62.50 | 66.27 | 0.0200 | 0.0300 | Ranghola/S_EG_01__S03-DF-REF/ranghola_project.p01.hdf |
| Ranghola | S_EG_06 | S06-DF-OPS | Design-flood routing with all gates open | design flood (IDF) | 62.50 | 65.74 | 0.0300 | 0.0300 | Ranghola/S_EG_06__S06-DF-OPS/ranghola_project.p01.hdf |
| Rangmati | S_EG_00_REF | S01-FW-REF | Fair-weather no-failure reference | fair weather (baseflow) | 43.20 | 44.04 | 0.0000 | 0.0000 | Rangmati/S_EG_00_REF__S01-FW-REF/rangmati_project.p01.hdf |
| Rangmati | S_EG_01 | S03-DF-REF | Design-flood no-failure routing | design flood (IDF) | 43.20 | 46.41 | 0.0400 | 0.0400 | Rangmati/S_EG_01__S03-DF-REF/rangmati_project.p01.hdf |
| Rangmati | S_EG_06 | S06-DF-OPS | Design-flood routing with all gates open | design flood (IDF) | 43.20 | 42.60 | 0.0500 | 0.0200 | Rangmati/S_EG_06__S06-DF-OPS/rangmati_project.p01.hdf |
| Ruparel | S_EG_00_REF | S01-FW-REF | Fair-weather no-failure reference | fair weather (baseflow) | 48.20 | 48.25 | 0.0000 | 0.0100 | Ruparel/S_EG_00_REF__S01-FW-REF/ruparel_project.p01.hdf |
| Ruparel | S_EG_01 | S03-DF-REF | Design-flood no-failure routing | design flood (IDF) | 48.20 | 49.86 | 0.0200 | 0.0200 | Ruparel/S_EG_01__S03-DF-REF/ruparel_project.p01.hdf |
| Rupavati | S_EG_00_REF | S01-FW-REF | Fair-weather no-failure reference | fair weather (baseflow) | 77.30 | 77.33 | 0.0000 | 0.0000 | Rupavati/S_EG_00_REF__S01-FW-REF/rupavati_project.p01.hdf |
| Rupavati | S_EG_01 | S03-DF-REF | Design-flood no-failure routing | design flood (IDF) | 77.30 | 78.76 | 0.0100 | 0.0100 | Rupavati/S_EG_01__S03-DF-REF/rupavati_project.p01.hdf |
| Sabli | S_EG_00_REF | S01-FW-REF | Fair-weather no-failure reference | fair weather (baseflow) | 43.75 | 44.01 | 0.0000 | 0.0000 | Sabli/S_EG_00_REF__S01-FW-REF/sabli_project.p01.hdf |
| Sabli | S_EG_01 | S03-DF-REF | Design-flood no-failure routing | design flood (IDF) | 43.75 | 47.18 | 0.0200 | 0.0200 | Sabli/S_EG_01__S03-DF-REF/sabli_project.p01.hdf |
| Sabli | S_EG_06 | S06-DF-OPS | Design-flood routing with all gates open | design flood (IDF) | 43.75 | 43.67 | 0.0400 | 0.0200 | Sabli/S_EG_06__S06-DF-OPS/sabli_project.p01.hdf |
| Sapda | S_EG_00_REF | S01-FW-REF | Fair-weather no-failure reference | fair weather (baseflow) | 32.77 | 32.80 | 0.0000 | 0.0100 | Sapda/S_EG_00_REF__S01-FW-REF/sapda.p01.hdf |
| Sapda | S_EG_01 | S03-DF-REF | Design-flood no-failure routing | design flood (IDF) | 32.77 | 34.42 | 0.0200 | 0.0200 | Sapda/S_EG_01__S03-DF-REF/sapda.p01.hdf |
| Sasoi | S_EG_00_REF | S01-FW-REF | Fair-weather no-failure reference | fair weather (baseflow) | 28.95 | 29.05 | 0.0000 | 0.0100 | Sasoi/S_EG_00_REF__S01-FW-REF/sasoi_project.p01.hdf |
| Sasoi | S_EG_01 | S03-DF-REF | Design-flood no-failure routing | design flood (IDF) | 28.95 | 32.33 | 0.0100 | 0.0100 | Sasoi/S_EG_01__S03-DF-REF/sasoi_project.p01.hdf |
| Surajwadi | S_EG_00_REF | S01-FW-REF | Fair-weather no-failure reference | fair weather (baseflow) | 50.29 | 50.39 | 0.0000 | 0.0100 | Surajwadi/S_EG_00_REF__S01-FW-REF/surajwadi_project.p01.hdf |
| Surajwadi | S_EG_01 | S03-DF-REF | Design-flood no-failure routing | design flood (IDF) | 50.29 | 53.77 | 0.0100 | 0.0100 | Surajwadi/S_EG_01__S03-DF-REF/surajwadi_project.p01.hdf |
| Thebi | S_EG_00_REF | S01-FW-REF | Fair-weather no-failure reference | fair weather (baseflow) | 126.00 | 126.62 | 0.0000 | 0.0000 | Thebi/S_EG_00_REF__S01-FW-REF/Thebi_project.p01.hdf |
| Thebi | S_EG_01 | S03-DF-REF | Design-flood no-failure routing (all gates closed) | design flood (IDF) | 126.00 | 130.16 | 0.0100 | 0.0100 | Thebi/S_EG_01__S03-DF-REF/Thebi_project.p01.hdf |
| Thebi | S_EG_06 | S06-DF-OPS | Design-flood routing (all gates open) | design flood (IDF) | 126.00 | 126.70 | 0.0400 | 0.0200 | Thebi/S_EG_06__S06-DF-OPS/Thebi_project.p01.hdf |
| Umiyasagar | S_EG_00_REF | S01-FW-REF | Fair-weather no-failure reference | fair weather (baseflow) | 71.05 | 71.16 | 0.0000 | 0.0100 | Umiyasagar/S_EG_00_REF__S01-FW-REF/umiyasagar_project.p01.hdf |
| Umiyasagar | S_EG_01 | S03-DF-REF | Design-flood no-failure routing | design flood (IDF) | 71.05 | 76.88 | 0.0000 | 0.0000 | Umiyasagar/S_EG_01__S03-DF-REF/umiyasagar_project.p01.hdf |
| Umiyasagar | S_EG_06 | S06-DF-OPS | Design-flood routing with all gates open | design flood (IDF) | 71.05 | 74.41 | 0.0100 | 0.0100 | Umiyasagar/S_EG_06__S06-DF-OPS/umiyasagar_project.p01.hdf |
| Und I | S_EG_00_REF | S01-FW-REF | Fair-weather no-failure reference | fair weather (baseflow) | 98.00 | 98.55 | 0.0000 | 0.0000 | Und I/S_EG_00_REF__S01-FW-REF/und_1_project.p01.hdf |
| Und I | S_EG_01 | S03-DF-REF | Design-flood no-failure routing | design flood (IDF) | 98.00 | 106.53 | 0.0100 | 0.0100 | Und I/S_EG_01__S03-DF-REF/und_1_project.p01.hdf |
| Und I | S_EG_06 | S06-DF-OPS | Design-flood routing with all gates open | design flood (IDF) | 98.00 | 101.02 | 0.0100 | 0.0000 | Und I/S_EG_06__S06-DF-OPS/und_1_project.p01.hdf |
| Und III | S_EG_00_REF | S01-FW-REF | Fair-weather no-failure reference | fair weather (baseflow) | 110.60 | 110.67 | 0.0000 | 0.0100 | Und III/S_EG_00_REF__S01-FW-REF/und_3_project.p01.hdf |
| Und III | S_EG_01 | S03-DF-REF | Design-flood no-failure routing | design flood (IDF) | 110.60 | 113.46 | 0.0100 | 0.0100 | Und III/S_EG_01__S03-DF-REF/und_3_project.p01.hdf |
| Utavali-G | S_EG_00_REF | S01-FW-REF | Fair-weather no-failure reference | fair weather (baseflow) | 49.30 | 50.20 | 0.0000 | 0.0000 | Utavali-G/S_EG_00_REF__S01-FW-REF/utavali_project.p01.hdf |
| Utavali-G | S_EG_01 | S03-DF-REF | Design-flood no-failure routing (all gates closed) | design flood (IDF) | 49.30 | 52.08 | 0.0300 | 0.0400 | Utavali-G/S_EG_01__S03-DF-REF/utavali_project.p01.hdf |
| Utavali-G | S_EG_06 | S06-DF-OPS | Design-flood routing (all gates open) | design flood (IDF) | 49.30 | 49.10 | 0.0600 | 0.0300 | Utavali-G/S_EG_06__S06-DF-OPS/utavali_project.p01.hdf |
| Vadi | S_EG_00_REF | S01-FW-REF | Fair-weather no-failure reference | fair weather (baseflow) | 134.00 | 134.37 | 0.0000 | 0.0000 | Vadi/S_EG_00_REF__S01-FW-REF/vadi_project.p01.hdf |
| Vadi | S_EG_01 | S03-DF-REF | Design-flood no-failure routing (all gates closed) | design flood (IDF) | 134.00 | 137.33 | 0.0200 | 0.0300 | Vadi/S_EG_01__S03-DF-REF/vadi_project.p01.hdf |
| Vadi | S_EG_06 | S06-DF-OPS | Design-flood routing (all gates open) | design flood (IDF) | 134.00 | 134.13 | 0.0400 | 0.0200 | Vadi/S_EG_06__S06-DF-OPS/vadi_project.p01.hdf |
| Vadiya | S_EG_00_REF | S01-FW-REF | Fair-weather no-failure reference | fair weather (baseflow) | 130.25 | 130.54 | 0.0000 | 0.0000 | Vadiya/S_EG_00_REF__S01-FW-REF/vadiya.p01.hdf |
| Vadiya | S_EG_01 | S03-DF-REF | Design-flood no-failure routing (all gates closed) | design flood (IDF) | 130.25 | 134.32 | 0.0100 | 0.0100 | Vadiya/S_EG_01__S03-DF-REF/vadiya.p01.hdf |
| Vadiya | S_EG_06 | S06-DF-OPS | Design-flood routing (all gates open) | design flood (IDF) | 130.25 | 130.54 | 0.0500 | 0.0100 | Vadiya/S_EG_06__S06-DF-OPS/vadiya.p01.hdf |
| Vagadi | S_EG_00_REF | S01-FW-REF | Fair-weather no-failure reference | fair weather (baseflow) | 44.50 | 44.54 | 0.0000 | 0.0100 | Vagadi/S_EG_00_REF__S01-FW-REF/Vagadi.p01.hdf |
| Vagadi | S_EG_01 | S03-DF-REF | Design-flood no-failure routing | design flood (IDF) | 44.50 | 46.03 | 0.0200 | 0.0200 | Vagadi/S_EG_01__S03-DF-REF/Vagadi.p01.hdf |
| Vaidy | S_EG_00_REF | S01-FW-REF | Fair-weather no-failure reference | fair weather (baseflow) | 199.20 | 199.27 | 0.0000 | 0.0100 | Vaidy/S_EG_00_REF__S01-FW-REF/vaidy_project.p01.hdf |
| Vaidy | S_EG_01 | S03-DF-REF | Design-flood no-failure routing (all gates closed) | design flood (IDF) | 199.20 | 202.02 | 0.0200 | 0.0200 | Vaidy/S_EG_01__S03-DF-REF/vaidy_project.p01.hdf |
| Varanshi | S_EG_00_REF | S01-FW-REF | Fair-weather no-failure reference | fair weather (baseflow) | 81.00 | 82.73 | 0.0000 | 0.0100 | Varanshi/S_EG_00_REF__S01-FW-REF/Varanshi.p01.hdf |
| Varanshi | S_EG_01 | S03-DF-REF | Design-flood no-failure routing (all gates closed) | design flood (IDF) | 81.00 | 83.36 | 0.0200 | 0.0200 | Varanshi/S_EG_01__S03-DF-REF/Varanshi.p01.hdf |
| Varanshi | S_EG_06 | S06-DF-OPS | Design-flood routing with all gates open | design flood (IDF) | 81.00 | 80.62 | 0.0200 | 0.0200 | Varanshi/S_EG_06__S06-DF-OPS/Varanshi.p01.hdf |
| Vijarkhi | S_EG_00_REF | S01-FW-REF | Fair-weather no-failure reference | fair weather (baseflow) | 30.48 | 30.51 | 0.0000 | 0.0000 | Vijarkhi/S_EG_00_REF__S01-FW-REF/vijarkhi_project.p01.hdf |
| Vijarkhi | S_EG_01 | S03-DF-REF | Design-flood no-failure routing | design flood (IDF) | 30.48 | 31.83 | 0.0300 | 0.0300 | Vijarkhi/S_EG_01__S03-DF-REF/vijarkhi_project.p01.hdf |
| Vrajmi | S_EG_00_REF | S01-FW-REF | Fair-weather no-failure reference | fair weather (baseflow) | 94.00 | 94.18 | 0.0000 | 0.0000 | Vrajmi/S_EG_00_REF__S01-FW-REF/Vrajmi.p01.hdf |
| Vrajmi | S_EG_01 | S03-DF-REF | Design-flood no-failure routing | design flood (IDF) | 94.00 | 98.26 | 0.0100 | 0.0200 | Vrajmi/S_EG_01__S03-DF-REF/Vrajmi.p01.hdf |
| Vrajmi | S_EG_06 | S06-DF-OPS | Design-flood routing with all gates open | design flood (IDF) | 94.00 | 94.67 | 0.0300 | 0.0200 | Vrajmi/S_EG_06__S06-DF-OPS/Vrajmi.p01.hdf |
| Wagadia | S_EG_00_REF | S01-FW-REF | Fair-weather no-failure reference | fair weather (baseflow) | 62.05 | 62.11 | 0.0000 | 0.0100 | Wagadia/S_EG_00_REF__S01-FW-REF/wagadia_project.p01.hdf |
| Wagadia | S_EG_01 | S03-DF-REF | Design-flood no-failure routing | design flood (IDF) | 62.05 | 64.08 | 0.0000 | 0.0000 | Wagadia/S_EG_01__S03-DF-REF/wagadia_project.p01.hdf |
| Wodisang | S_EG_00_REF | S01-FW-REF | Fair-weather no-failure reference | fair weather (baseflow) | 76.50 | 76.54 | 0.0000 | 0.0000 | Wodisang/S_EG_00_REF__S01-FW-REF/wodisang.p01.hdf |
| Wodisang | S_EG_01 | S03-DF-REF | Design-flood no-failure routing | design flood (IDF) | 76.50 | 79.42 | 0.0000 | 0.0000 | Wodisang/S_EG_01__S03-DF-REF/wodisang.p01.hdf |
Breach locations as marked by the supplier — one per dam, all 26
The station each breach is placed at is in the scenario table above; these are the supplier's
marked locations the placement was derived from. Source files are in _infofiles/.
Show all 26 breach-location figures
_infofiles/Bagad__breach_location.png)
_infofiles/Baldeva__breach_location.png)
_infofiles/Bamathiya-2__breach_location.png)
_infofiles/Bantwa Kharo__breach_location.png)
_infofiles/Bela__breach_location.png)
_infofiles/Bhimdad__breach_location.png)
_infofiles/Daiminisar__breach_location.png)
_infofiles/Dantiwada__breach_location.png)
_infofiles/Dhatarwadi-II__breach_location.png)
_infofiles/Dholi__breach_location.png)
_infofiles/Dijio__breach_location.png)
_infofiles/Fulzar I__breach_location.png)
_infofiles/Fulzar II__breach_location.png)
_infofiles/Fulzar KB__breach_location.png)
_infofiles/Ghelo-I__breach_location.png)
_infofiles/Goma__breach_location.png)
_infofiles/Hamirpara__breach_location.png)
_infofiles/Hanol__breach_location.png)
_infofiles/Harnav-2__breach_location.png)
_infofiles/Jaspara-Mandava__breach_location.png)
_infofiles/Jawanpura__breach_location.png)
_infofiles/Kalubhar__breach_location.png)
_infofiles/Kaniyad__breach_location.png)
_infofiles/Kankavati__breach_location.png)
_infofiles/Karjan__breach_location.png)
_infofiles/Khad Khambhalia__breach_location.png)
_infofiles/Khambhada__breach_location.png)
_infofiles/Kharo__breach_location.png)
_infofiles/Khodiyar__breach_location.png)
_infofiles/Lakhanka__breach_location.png)
_infofiles/Madhuvanti__breach_location.png)
_infofiles/Malpara__breach_location.png)
_infofiles/Mota Kotada__breach_location.png)
_infofiles/Mukteshwar__breach_location.png)
_infofiles/Munjiyasar__breach_location.png)
_infofiles/Phophal 2__breach_location.png)
_infofiles/Pigut__breach_location.png)
_infofiles/Pingali__breach_location.png)
_infofiles/Puna__breach_location.png)
_infofiles/Raidy__breach_location.png)
_infofiles/Rajawal__breach_location.png)
_infofiles/Rami__breach_location.png)
_infofiles/Ranghola__breach_location.png)
_infofiles/Rangmati__breach_location.png)
_infofiles/Ruparel__breach_location.png)
_infofiles/Rupavati__breach_location.png)
_infofiles/Sabli__breach_location.png)
_infofiles/Sapda__breach_location.png)
_infofiles/Sasoi__breach_location.png)
_infofiles/Surajwadi__breach_location.png)
_infofiles/Thebi__breach_location.png)
_infofiles/Umiyasagar__breach_location.png)
_infofiles/Und I__breach_location.png)
_infofiles/Und III__breach_location.png)
_infofiles/Utavali-G__breach_location.png)
_infofiles/Vadi__breach_location.png)
_infofiles/Vadiya__breach_location.png)
_infofiles/Vagadi__breach_location.png)
_infofiles/Vaidy__breach_location.png)
_infofiles/Varanshi__breach_location.png)
_infofiles/Vijarkhi__breach_location.png)
_infofiles/Vrajmi__breach_location.png)
_infofiles/Wagadia__breach_location.png)
_infofiles/Wodisang__breach_location.png)Defect ledger — every quarantined scenario, forever
41 scenarios across 10 dams were quarantined on 2026-08-16 for running with a single blanket Manning's n of 0.060 instead of spatially varying roughness from land cover. Mass balance is blind to roughness, so every outcome gate had passed them. Rows in this ledger are permanent and only move forward — a fixed scenario stays listed as DEFECT FIXED with its replacement's sha, so anyone holding earlier numbers can see, in this table, that they are superseded. If a scenario you are using appears here, compare your sha against the replacement's before quoting anything. 41 fixed · 0 replacements in flight.
| Dam | Run id | status | defect | new vol err % | new distinct n | replacement sha256 | old sha256 (do not use) |
|---|---|---|---|---|---|---|---|
| Bagad | S_EG_00 | DEFECT FIXED | roughness | 0.2434 | 7 | c38ff8befab639bb | 2d362b4ba7f19eba |
| Bagad | S_EG_00_REF | DEFECT FIXED | roughness | 0.0028 | 7 | a698c9a0eddc1fa4 | ac1e5efa28ce5f71 |
| Bagad | S_EG_01 | DEFECT FIXED | roughness | 0.0150 | 7 | f4625ac0d4c8b5bf | f1a004fdabb6189e |
| Bagad | S_EG_03 | DEFECT FIXED | roughness | 0.0478 | 7 | 9e5f74cc68502c5d | 6dea657cae9124a4 |
| Bagad | S_EG_05_SBL | DEFECT FIXED | roughness | 0.0463 | 7 | a91645553b48f64b | 2fc9fb9d1afa41f7 |
| Bagad | S_EG_05_SBR | DEFECT FIXED | roughness | 0.0434 | 7 | 8b5f0b796addbc95 | 507d1dbc6c24d79c |
| Ghelo-I | S_EG_05_SBL | DEFECT FIXED | output-interval | 0.0636 | 7 | 4270203365dffe4d | 7099d317f524f668 |
| Ghelo-I | S_EG_05_SBR | DEFECT FIXED | output-interval | 0.0679 | 7 | 9593e0c430099098 | 76badfdd23de35f7 |
| Goma | S_EG_00 | DEFECT FIXED | roughness | 0.1552 | 8 | 48e9ab3ff76e3cb8 | 10d56ed9058e4d35 |
| Goma | S_EG_00_REF | DEFECT FIXED | roughness | 0.0036 | 8 | 1b9e176395e40b6c | a5a369c0fb04929d |
| Goma | S_EG_01 | DEFECT FIXED | roughness | 0.0489 | 8 | 95f4abe1bc9481cb | f545df60e6b42a7a |
| Goma | S_EG_03 | DEFECT FIXED | roughness | 0.2339 | 8 | 8c80117532d9a06c | 555a7a9ab7b88930 |
| Goma | S_EG_05_SBL | DEFECT FIXED | roughness | 0.0495 | 8 | ff97875dd5438d71 | 7b5b974eb459c85d |
| Goma | S_EG_05_SBR | DEFECT FIXED | roughness | 0.0406 | 8 | ab83f72de0025962 | f17969d51c1b155f |
| Jaspara-Mandava | S_EG_00 | DEFECT FIXED | output-interval | 0.0166 | 8 | 4c77c015617d2ee5 | b255111b0a80d038 |
| Kaniyad | S_EG_00_REF | DEFECT FIXED | roughness | 0.0036 | 8 | f773b1cc135f17e3 | 83552135c5e4663d |
| Kaniyad | S_EG_01 | DEFECT FIXED | roughness | 0.0639 | 8 | 3c2b043337c7c950 | fff8c4fb2e0612ec |
| Kaniyad | S_EG_05_SBL | DEFECT FIXED | roughness | 0.0659 | 8 | 9524616911d912fe | 04882b3d8611cc9f |
| Kaniyad | S_EG_05_SBR | DEFECT FIXED | roughness | 0.0661 | 8 | 48fe23304c3a60ce | f45e302c00d7fecc |
| Kaniyad | S_EG_06 | DEFECT FIXED | roughness | 0.0594 | 8 | e3f760228eb175f6 | 5cb8663627536274 |
| Kharo | S_EG_00 | DEFECT FIXED | output-interval | 0.0659 | 9 | 0edc030410c679a7 | 3ae08a242767a02a |
| Khodiyar | S_EG_00 | DEFECT FIXED | roughness | 0.2413 | 8 | b252b1cbc00b560b | 18a65eaa0321baaa |
| Khodiyar | S_EG_00_REF | DEFECT FIXED | roughness | 0.0002 | 8 | cbc11162722cd59d | 0e83a9aea78a3617 |
| Khodiyar | S_EG_01 | DEFECT FIXED | roughness | 0.0066 | 8 | 69e9633cf99a3360 | e1907260c5a67290 |
| Khodiyar | S_EG_02 | DEFECT FIXED | roughness | 0.0472 | 8 | e924dbc1986e28b3 | c7a90d8e90ad8f75 |
| Khodiyar | S_EG_05_SBL | DEFECT FIXED | roughness | 0.0066 | 8 | d76b52150bede3fd | 088cd430a226575a |
| Khodiyar | S_EG_05_SBR | DEFECT FIXED | roughness | 0.0142 | 8 | 7d8884b1d0ca8ea1 | d9976f1b24fb4b01 |
| Khodiyar | S_EG_06 | DEFECT FIXED | roughness | 0.0203 | 8 | 96d19e53ad162d22 | 8d82d8b5d07cab68 |
| Munjiyasar | S_EG_00_REF | DEFECT FIXED | roughness | 0.0018 | 8 | 22758e06c7b9c137 | 3eb90e0a4c05cfb5 |
| Munjiyasar | S_EG_01 | DEFECT FIXED | roughness | 0.0234 | 8 | 1874156622d31a67 | e60571113f291e30 |
| Munjiyasar | S_EG_03 | DEFECT FIXED | roughness | 0.0510 | 8 | 72f054ce11f0c3bd | 125657789a83685f |
| Munjiyasar | S_EG_05_SBL | DEFECT FIXED | roughness | 0.0252 | 8 | ddfbf7e6bc7b49c4 | 0d87bcfc6e3816d0 |
| Munjiyasar | S_EG_05_SBR | DEFECT FIXED | roughness | 0.0288 | 8 | 13a49d203047fb4a | 7e2141c7904ee5b6 |
| Surajwadi | S_EG_05_SBR | DEFECT FIXED | output-interval | 0.0050 | 7 | 79afff50d000d718 | e8fa9080614fe412 |
| Varanshi | S_EG_00 | DEFECT FIXED | roughness | 0.1058 | 8 | 38d56e75f5b51821 | 17ddd31c291f00a2 |
| Varanshi | S_EG_00_REF | DEFECT FIXED | roughness | 0.0014 | 8 | c775be9edd676a1a | 057f5eb179571658 |
| Varanshi | S_EG_01 | DEFECT FIXED | roughness | 0.0177 | 8 | 7b5fced13dc33153 | 364dddd9d910d6f5 |
| Varanshi | S_EG_02 | DEFECT FIXED | roughness | 0.0230 | 8 | 02a32d02666dfaaf | 6f52e1111a73e9b3 |
| Varanshi | S_EG_05_SBL | DEFECT FIXED | roughness | 0.0282 | 8 | aef185ec676a8702 | 540310fbae316bc3 |
| Varanshi | S_EG_05_SBR | DEFECT FIXED | roughness | 0.0267 | 8 | 58a262e775a62593 | c6614ac795bbdb72 |
| Varanshi | S_EG_06 | DEFECT FIXED | roughness | 0.0241 | 8 | 530c4abffc554640 | 90f2d2777e1f2406 |
Superseded — never report from these
Retired in the register's band column and excluded from the primary store.
| Dam | Retired run id | width m | Disposition |
|---|
Relations and citation
Hydrograph vocabulary — programme rule, 2026-08-16. There are exactly two hydrographs
and neither is ever called "the hydrograph" unqualified. The TOTAL hydrograph
(DBA_hydrograph.csv, H1…Hn) is everything leaving the dam — breach + spillway — and
is what prints in hydrograph figures, routes downstream, and compares against the no-failure
reference. The BREACH hydrograph (BREACH_OUTFLOW.csv) is the breach opening
only and appears in one place: beside Q_emp/Q_semi/Q_max,
which are breach relations. They differ by design and the gap can be large
(Bhimdad S10-SAD-OT: total 2,699.55, breach 458.19 — the saddle breaches while the main dam's
spillway carries the rest). A no-breach scenario has a total hydrograph and no breach
file — absence is the statement, never a zero column. Sections with an all-zero series are
classed by HORIZON_CHECK.json as horizon-limited (wave cut off by the
simulation window — say "not within the simulated horizon") or attenuated (wave died) —
the two need different report wording and only a measurement distinguishes them.
EARTHEN B_avg = 0.23 · k_M · V_w^(1/3) k_M 1.0 piping / 1.5 overtopping
W_b = B_avg − m · H_b m 0.6 piping / 1.0 overtopping
t_f = 60 · √(V_w /(g·H_b²)) seconds → hours, g = 9.81
PEAK Q_emp = 0.0175 · k_M · k_H · √(g·V_w·H_w·H_b² / W_avg) k_M 1.00 / 1.85
Q_max = (8/27)(L_a/B_avg)^0.28 · [B_avg − m(H_b − 0.8H_w)] · √(g·H_w³)
Q_semi = Q_max · [1/(1 + 0.000045·t_f·√(g/H_b))]^β, β = 500(W_avg·H_b²/V_w)^(2/3)
STRUCTURAL gated envelope = k · bay + (k−1) · pier, k = min(4, n_bays)
ungated 4 monoliths × 15 m = 60.00 m
fixed t_f 0.300 h · vertical sides · C_w 1.44 · trigger at FRL
except Jawanpura: trigger at MWL 94.70 m (High Flood Level of the received salient features; full-masonry gated dam, washout after the closed gates are overtopped)
except Karjan: trigger at MWL 123.148 m (S03-DF-REF maximum stage attained less 0.05 m; full-masonry gated dam, washout after the closed gates are overtopped)
Cite: Central Water Commission / Central Dam Safety Organisation (2018), Guidelines for Mapping Flood Risks Associated with Dams — §4.4.1 earthen, §4.4.2 masonry, §4.3 formation-time window. IS 6512:1984 cl. 7.1.2 for the 15 m monolith.
Do not cite Froehlich (2008) for these values — a different family
(0.27 K₀V_w^0.32H_b^0.04) which this programme does not use.
Derived, not received: L_a is the centreline length of the SA/2D
connection carrying the breach, read from the accepted model. W_avg is a trapezoidal section at 3.0:1 u/s and 2.5:1 d/s — a declared programme
convention worth about ±8 %. Both are per scenario: W_avg = W_c + 2.75·H_b so
it moves with the invert, and L_a follows the connection that is breached.
k = 4 failed bays is a programme convention; CWC fixes the unit that fails, not how
many. Breach inverts are an input, not an output.
† Note on L_a — reported, with a caveat
L_a is reported for every earthen scenario, and it is the one term in the peak
relations this programme cannot source from a document. It is retained because dropping it
makes Q_max — and therefore Q_semi, which is Q_max damped by
the formation time — uncomputable. Read this before quoting either.
What it is. The approach-flow width entering the theoretical peak relation as
(L_a/B_avg)^0.28. CWC/CDSO (2018) §4.4.1 defines it as the width of flow approaching
the breach. It is not the breach width, not the embankment thickness and not
the spillway length.
How we derive it. The centreline length of the SA/2D connection carrying that
breach, read from Geometry/Structures/Centerline Points in the accepted model — so it
is reproducible from the shipped package. Where a dam has several connections (Khodiyar has three)
it follows the one named in Breach Loc, never the dam total.
Caveat 1 — it is an upper bound on the true approach width. The whole connection is
taken, while flow actually converges on the breach from a shorter reach of it. That biases
Q_max high. No supplied document gives the converging width for any of the 26 dams,
and there is no defensible way to shorten it without inventing a convention.
Caveat 2 — 22 of 129 scenarios sit above the relation's fitted range. The
relation was fitted over 40–4,100 m. Across this set L_a spans
218.19 – 7,098.55 m; none falls below the lower bound. Those above it are flagged
⚠ in the scenario table — the flag marks extrapolation, not an error:
the value is the model's real geometry.
| Dam | Scenario | L_a m | × the fitted bound | sensitivity: ΔQ_max if the bound were imposed |
|---|---|---|---|---|
| Vadi | S_EG_00 | 7,098.55 | 1.73× | -14.25 % |
| Vadi | S_EG_02 | 7,098.55 | 1.73× | -14.25 % |
| Und I | S_EG_00 | 6,238.13 | 1.52× | -11.09 % |
| Und I | S_EG_02 | 6,238.13 | 1.52× | -11.09 % |
| Fulzar KB | S_EG_00 | 5,356.67 | 1.31× | -7.21 % |
| Fulzar KB | S_EG_02 | 5,356.67 | 1.31× | -7.21 % |
| Dantiwada | S02_FW_PIP | 5,354.61 | 1.31× | -7.20 % |
| Dantiwada | S04_DF_OT | 5,354.61 | 1.31× | -7.20 % |
| Kalubhar | S_EG_00 | 5,058.17 | 1.23× | -5.71 % |
| Kalubhar | S_EG_02 | 5,058.17 | 1.23× | -5.71 % |
| Bantwa Kharo | S_EG_00 | 5,050.37 | 1.23× | -5.67 % |
| Bantwa Kharo | S_EG_02 | 5,050.37 | 1.23× | -5.67 % |
| Utavali-G | S_EG_00 | 4,987.31 | 1.22× | -5.34 % |
| Utavali-G | S_EG_02 | 4,987.31 | 1.22× | -5.34 % |
| Thebi | S_EG_00 | 4,904.44 | 1.20× | -4.89 % |
| Thebi | S_EG_02 | 4,904.44 | 1.20× | -4.89 % |
| Hanol | S02 | 4,879.89 | 1.19× | -4.76 % |
| Hanol | S04 | 4,879.89 | 1.19× | -4.76 % |
| Munjiyasar | S_EG_00 | 4,459.31 | 1.09× | -2.32 % |
| Munjiyasar | S_EG_03 | 4,459.31 | 1.09× | -2.32 % |
| Sabli | S_EG_00 | 4,391.83 | 1.07× | -1.91 % |
| Sabli | S_EG_02 | 4,391.83 | 1.07× | -1.91 % |
These values are extrapolated, not clipped. The last column is a sensitivity
figure — what Q_max would do if the bound were imposed — and is reported only to size
the caveat. It is not a treatment and must not be applied. Clipping L_a to
4,100 m would replace the model's real geometry with an artefact of the relation's calibration
set, making the published number irreproducible from the accepted HDF and understating every
affected dam. The programme evaluates the CWC relation at the geometry the model actually has.
Why extrapolating is defensible here. L_a enters only through
(L_a/B_avg)^0.28 — a monotone, slowly varying power law with no pole, no sign change
and no threshold anywhere in or beyond the fitted interval. Extrapolation degrades gracefully
rather than diverging: the furthest scenario (Vadi S_EG_00) sits
1.73× beyond the bound and the term is only +16.6 % larger than at the
bound itself.
Re-fitting is not available to us. A regression on our own dams would need the observed peak outflow of a real failure at each site, which does not exist — these are hypothetical scenarios. Re-fitting Froehlich's relation would need his 111-dam failure dataset, which the programme does not hold; CWC/CDSO 2018 reproduces the fitted coefficients, not the data behind them. So the only two honest options are to evaluate the published relation outside its fitted range and flag it, or to publish nothing. We do the first.
Why the caveat is small in practice. The exponent is 0.28, so Q_max is
weakly sensitive to L_a — doubling it raises Q_max by 21 %, halving it
lowers it by 18 %. Even the furthest extrapolation carries under 14 % of exposure on
that term, and under 5 % for every flagged scenario except Vadi.
How to use it in a report. Q_max is a theoretical upper bound and
Q_semi a semi-empirical estimate; both are comparators, not the reported
hazard. The hazard is the modelled breach hydrograph from the accepted HDF — the
modelled column. Quote Q_emp / Q_semi / Q_max
to show the modelled peak is of the right order, and cite them as CWC relations evaluated on
programme-derived L_a and W_avg — never as independent measurements.