Umiyasagar

all dams · full registry · dam table · generated 2026-10-15 23:03 · PIC GJ04MH0636 · CRS EPSG:32642

7current scenarios

7renderable

0running again

0retired · not in master

Report thread · updated 2026-09-07T20:01:17.233854+00:00
report: current — V2 delivery, DBA/EAP/PCI bytes match CURRENT_DELIVERY_INDEX d9277f54 (ACTUAL_ROOT_DELIVERY_READBACK; format PASS)DBA: deliveredEAP: deliveredPCI: delivered

PIC GJ04MH0636: Codex-validated DBA, EAP and PCI set completed after the latest accepted runs; the governed three-dam export manifest records all report hashes.

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)	GJ04MH0636
District	Jamnagar
Taluka	Jamjodhpur
River	Venu
Projected CRS	EPSG:32642 / UTM Zone 42N (WGS 84)
Dam type	Rolled fill zone type
FRL (m)	71.05
HFL (m)	73.63
Top of dam (m)	75.95
Spillway crest (m)	66.48
Design spillway capacity (m³/s)	6119.0
Gross storage (Mm³)	2.767
Catchment (km²)	469.33
Bed level, adopted (m)	60.7
Head, documented (m)	15.25
Head in DEM before correction (m)	6.39
Head after DEM correction (m)	15.25
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 The master never holds a superseded or defective artefact — replacements overwrite on acceptance and the retired copy is removed in the same action (verified by audit_master_store.py).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`	retained	clean	0.30	8	927.88	869.65	906.75	23.84	`../Umiyasagar/S_EG_00__S02-FW-PIP/`	`b3efffcbc5922391`	2026-09-30T06:03
`S_EG_00_REF`	`S01-FW-REF`	retained	clean	0.00	8	—	—	—	—	`../Umiyasagar/S_EG_00_REF__S01-FW-REF/`	`00c48927b1d69f61`	2026-09-30T05:03
`S_EG_01`	`S03-DF-REF`	retained	clean	0.00	8	—	—	—	—	`../Umiyasagar/S_EG_01__S03-DF-REF/`	`1f98c39573219e6a`	2026-09-30T05:17
`S_EG_02`	`S04-DF-OT`	retained	clean	0.02	8	4,503.27	3,407.28	906.75	50.61	`../Umiyasagar/S_EG_02__S04-DF-OT/`	`dec25b4a57d5ba88`	2026-09-30T05:50
`S_EG_05_SBL`	`S08-SO-L`	retained	clean	0.01	8	4,047.09	—	622.78	43.90	`../Umiyasagar/S_EG_05_SBL__S08-SO-L/`	`6c9bb4f0f1e06129`	2026-09-30T05:23
`S_EG_05_SBR`	`S09-SO-H`	retained	clean	0.01	8	3,640.79	—	796.54	43.90	`../Umiyasagar/S_EG_05_SBR__S09-SO-H/`	`0e58cff312ced010`	2026-09-30T05:24
`S_EG_06`	`S06-DF-OPS`	retained	clean	0.01	8	—	—	—	—	`../Umiyasagar/S_EG_06__S06-DF-OPS/`	`3fc3502153b813e5`	2026-09-30T05:20

Assets

terrain plate (Fig 3.1): _maps/Umiyasagar__dem.png
land-cover plate (Fig 3.2): _maps/Umiyasagar__lulc.png
storage curve: _storage_curves/Umiyasagar__storage_elevation.csv
inflow flood hydrograph: _infofiles/Umiyasagar__inflow_flood_hydrograph.csv
inflow baseflow hydrograph: _infofiles/Umiyasagar__inflow_baseflow_hydrograph.csv
breach location (supplier): _infofiles/Umiyasagar__breach_location.png
mesh: _infofiles/Umiyasagar__mesh.png
infofile: _infofiles/Umiyasagar__infofile.csv
DEM correction: _infofiles/Umiyasagar__dem_correction.csv
hydrographs — H1 is TOTAL at dam; BREACH_OUTFLOW.csv is the series the CWC relations compare against: _hydrographs/Umiyasagar
PAR / exposure: _par/Umiyasagar
EAP figures (exposure curve + warning scatter, log y): _figures/Umiyasagar
atlases: Umiyasagar__S_EG_00_REF__S01-FW-REF, Umiyasagar__S_EG_00__S02-FW-PIP, Umiyasagar__S_EG_01__S03-DF-REF, Umiyasagar__S_EG_02__S04-DF-OT, Umiyasagar__S_EG_05_SBL__S08-SO-L, Umiyasagar__S_EG_05_SBR__S09-SO-H, Umiyasagar__S_EG_06__S06-DF-OPS