Khambhada

all dams · full registry · dam table · generated 2026-10-15 23:03 · PIC GJ208MH0753 · CRS EPSG:32642

7current scenarios

7renderable

0running again

0retired · not in master

Report thread · updated 2026-08-17T06:53:00+00:00
report: current — V2 delivery, DBA/EAP/PCI bytes match CURRENT_DELIVERY_INDEX d9277f54 (UNCHANGED_CURRENT60_PREDECESSOR_HASH_VERIFIED; format PASS)DBA: deliveredEAP: deliveredPCI: delivered

Audits clean with zero findings; its map-geometry item cleared when the run side re-published, without a separate request.

Salient features (as used in the runs)

From the supplied salient-features document and the dam's dem_correction.csv datum authority — also in registry.csv by column name.

Dam code (PIC)	GJ208MH0753
District	Botad
Taluka	Barvala
River	Utavali
Projected CRS	EPSG:32642 / UTM Zone 42N (WGS 84)
Dam type	Earthen (Rolled Filled Type)
FRL (m)	50.35
HFL (m)	50.35
Top of dam (m)	53.2
Spillway crest (m)	46.69
Design spillway capacity (m³/s)	1816.62
Gross storage (Mm³)	4.41
Catchment (km²)	116.55
Bed level, adopted (m)	43.7
Head, documented (m)	9.5
Head in DEM before correction (m)	8.09
Head after DEM correction (m)	9.5
Mesh	60*60 m
Solver	Shallow Water Equations - Eulerian Method (SWE-EM) solver

✓ DONE — evidence and every asset family present and verified.

Every package listed below is current. The master never holds a superseded or defective artefact — replacements overwrite on acceptance and the retired copy is removed in the same action (verified by audit_master_store.py).

Scenarios

run id	canonical	status	band	vol err %	distinct n	Q modelled (breach only)	Q_semi	station	W_b	package in master	sha256	accepted
`S_EG_00`	`S02-FW-PIP`	reran · accepted	clean	0.19	9	768.33	1,101.49	2,384.00	32.77	`../Khambhada/S_EG_00__S02-FW-PIP/`	`8a4ea05e3eed2643`	2026-09-27T01:27
`S_EG_00_REF`	`S01-FW-REF`	retained	clean	0.00	9	—	—	—	—	`../Khambhada/S_EG_00_REF__S01-FW-REF/`	`bd90aa3e168beab2`	2026-09-27T01:26
`S_EG_01`	`S03-DF-REF`	retained	clean	0.02	9	—	—	—	—	`../Khambhada/S_EG_01__S03-DF-REF/`	`7d0f21c1dcf9780c`	2026-09-27T01:28
`S_EG_02`	`S04-DF-OT`	retained	clean	0.06	9	2,601.70	4,097.32	2,384.00	76.75	`../Khambhada/S_EG_02__S04-DF-OT/`	`f8e898b4b7ef5344`	2026-09-27T01:29
`S_EG_05_SBL`	`S08-SO-L`	retained	clean	0.05	9	1,836.42	—	1,944.63	79.54	`../Khambhada/S_EG_05_SBL__S08-SO-L/`	`4b8a9b63694a4d0e`	2026-09-27T01:30
`S_EG_05_SBR`	`S09-SO-H`	retained	clean	0.05	9	1,842.34	—	2,005.88	79.54	`../Khambhada/S_EG_05_SBR__S09-SO-H/`	`afa260e26c3a39eb`	2026-09-27T01:31
`S_EG_06`	`S06-DF-OPS`	retained	clean	0.04	9	—	—	—	—	`../Khambhada/S_EG_06__S06-DF-OPS/`	`2db45ca658b4238d`	2026-09-27T01:32

Assets

terrain plate (Fig 3.1): _maps/Khambhada__dem.png
land-cover plate (Fig 3.2): _maps/Khambhada__lulc.png
storage curve: _storage_curves/Khambhada__storage_elevation.csv
inflow flood hydrograph: _infofiles/Khambhada__inflow_flood_hydrograph.csv
inflow baseflow hydrograph: _infofiles/Khambhada__inflow_baseflow_hydrograph.csv
breach location (supplier): _infofiles/Khambhada__breach_location.png
mesh: _infofiles/Khambhada__mesh.png
infofile: _infofiles/Khambhada__infofile.csv
DEM correction: _infofiles/Khambhada__dem_correction.csv
hydrographs — H1 is TOTAL at dam; BREACH_OUTFLOW.csv is the series the CWC relations compare against: _hydrographs/Khambhada
PAR / exposure: _par/Khambhada
EAP figures (exposure curve + warning scatter, log y): _figures/Khambhada
atlases: Khambhada__S_EG_00_REF__S01-FW-REF, Khambhada__S_EG_00__S02-FW-PIP, Khambhada__S_EG_01__S03-DF-REF, Khambhada__S_EG_02__S04-DF-OT, Khambhada__S_EG_05_SBL__S08-SO-L, Khambhada__S_EG_05_SBR__S09-SO-H, Khambhada__S_EG_06__S06-DF-OPS