Vadi

all dams · full registry · dam table · generated 2026-10-15 23:03 · PIC GJ208MH0766 · CRS EPSG:32642

7current scenarios

7renderable

0running again

0retired · not in master

Report thread · updated 2026-08-17T07:51:13+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

Rebuilt and audited clean; reproducible from the master.

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)	GJ208MH0766
District	Amreli
Taluka	Amreli
River	Vadi.
Projected CRS	EPSG:32642 / UTM Zone 42N (WGS 84)
Dam type	Composite
FRL (m)	134.0
HFL (m)	134.0
Top of dam (m)	136.95
Spillway crest (m)	127.9
Design spillway capacity (m³/s)	2195.44
Gross storage (Mm³)	10.379
Catchment (km²)	116.8
Bed level, adopted (m)	124.8
Head, documented (m)	12.15
Head in DEM before correction (m)	10.94
Head after DEM correction (m)	12.15
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 The master never holds a superseded or defective artefact — replacements overwrite on acceptance and the retired copy is removed in the same action (verified by audit_master_store.py).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`	retained	clean	0.30	8	1,178.79	2,597.09	4,957.55	42.88	`../Vadi/S_EG_00__S02-FW-PIP/`	`bb821fa6b3db55ae`	2026-08-24T10:36
`S_EG_00_REF`	`S01-FW-REF`	retained	clean	0.00	8	—	—	—	—	`../Vadi/S_EG_00_REF__S01-FW-REF/`	`e1d04619deb33b35`	2026-08-24T10:36
`S_EG_01`	`S03-DF-REF`	retained	clean	0.02	8	—	—	—	—	`../Vadi/S_EG_01__S03-DF-REF/`	`4c3264c0a3a6cd5d`	2026-08-24T10:36
`S_EG_02`	`S04-DF-OT`	retained	clean	0.10	8	2,909.44	7,064.79	4,957.55	82.94	`../Vadi/S_EG_02__S04-DF-OT/`	`d8697e67795b954c`	2026-08-24T10:36
`S_EG_05_SBL`	`S08-SO-L`	retained	clean	0.04	8	2,115.63	—	4,108.36	45.13	`../Vadi/S_EG_05_SBL__S08-SO-L/`	`34bde806927ee5ad`	2026-08-24T19:37
`S_EG_05_SBR`	`S09-SO-H`	retained	clean	0.04	8	2,114.92	—	4,155.93	45.14	`../Vadi/S_EG_05_SBR__S09-SO-H/`	`8f3316648f3327a8`	2026-08-24T19:39
`S_EG_06`	`S06-DF-OPS`	retained	clean	0.04	8	—	—	—	—	`../Vadi/S_EG_06__S06-DF-OPS/`	`06d0e338cfd21404`	2026-08-24T10:36

Assets

terrain plate (Fig 3.1): _maps/Vadi__dem.png
land-cover plate (Fig 3.2): _maps/Vadi__lulc.png
storage curve: _storage_curves/Vadi__storage_elevation.csv
inflow flood hydrograph: _infofiles/Vadi__inflow_flood_hydrograph.csv
inflow baseflow hydrograph: _infofiles/Vadi__inflow_baseflow_hydrograph.csv
breach location (supplier): _infofiles/Vadi__breach_location.png
mesh: _infofiles/Vadi__mesh.png
infofile: _infofiles/Vadi__infofile.csv
DEM correction: _infofiles/Vadi__dem_correction.csv
hydrographs — H1 is TOTAL at dam; BREACH_OUTFLOW.csv is the series the CWC relations compare against: _hydrographs/Vadi
PAR / exposure: _par/Vadi
EAP figures (exposure curve + warning scatter, log y): _figures/Vadi
atlases: Vadi__S_EG_00_REF__S01-FW-REF, Vadi__S_EG_00__S02-FW-PIP, Vadi__S_EG_01__S03-DF-REF, Vadi__S_EG_02__S04-DF-OT, Vadi__S_EG_05_SBL__S08-SO-L, Vadi__S_EG_05_SBR__S09-SO-H, Vadi__S_EG_06__S06-DF-OPS