Wagadia

all dams · full registry · dam table · generated 2026-10-15 23:03 · PIC GJ217LH0721 · CRS EPSG:32642

6current scenarios

6renderable

0running again

0retired · not in master

Report thread · updated 2026-09-05T05:26:33.683731+00:00
report: current — V2 delivery, DBA/EAP/PCI bytes match CURRENT_DELIVERY_INDEX d9277f54 (ACTUAL_FOCUSED_ATLAS_TWO_ROOT_DELIVERY_READBACK; format PASS)DBA: deliveredEAP: deliveredPCI: delivered

PIC GJ217LH0721: 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)	GJ217LH0721
District	Jamnagar
Taluka	Jamnagar
River	Nani Fulzar
Projected CRS	EPSG:32642 / UTM Zone 42N (WGS 84)
Dam type	Rolled filled zone type
FRL (m)	62.05
HFL (m)	63.8
Top of dam (m)	65.3
Spillway crest (m)	62.05
Gross storage (Mm³)	1.932
Catchment (km²)	23.1
Bed level, adopted (m)	53.2
Head, documented (m)	12.1
Head in DEM before correction (m)	2.356
Head after DEM correction (m)	12.1
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 The master never holds a superseded or defective artefact — replacements overwrite on acceptance and the retired copy is removed in the same action (verified by audit_master_store.py).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	0.16	8	316.82	331.26	478.74	22.89	`../Wagadia/S_EG_00__S02-FW-PIP/`	`ea779942871071ce`	2026-09-04T18:46
`S_EG_00_REF`	`S01-FW-REF`	retained	clean	0.00	8	—	—	—	—	`../Wagadia/S_EG_00_REF__S01-FW-REF/`	`4b16a52a074808fa`	2026-09-04T15:15
`S_EG_01`	`S03-DF-REF`	retained	clean	0.00	8	—	—	—	—	`../Wagadia/S_EG_01__S03-DF-REF/`	`56bbbc7d6bf2c33d`	2026-09-04T15:23
`S_EG_03`	`S05-DF-PIP`	retained	clean	0.02	8	781.39	704.67	478.74	28.79	`../Wagadia/S_EG_03__S05-DF-PIP/`	`1b77d1025edbf1e8`	2026-09-05T01:29
`S_EG_05_SBL`	`S08-SO-L`	retained	clean	0.01	8	1,322.22	—	55.00	60.00	`../Wagadia/S_EG_05_SBL__S08-SO-L/`	`f8671515abb8af50`	2026-09-26T22:22
`S_EG_05_SBR`	`S09-SO-H`	retained	clean	0.00	8	1,322.17	—	202.00	60.00	`../Wagadia/S_EG_05_SBR__S09-SO-H/`	`138247f707e220ce`	2026-09-26T22:22

Assets

terrain plate (Fig 3.1): _maps/Wagadia__dem.png
land-cover plate (Fig 3.2): _maps/Wagadia__lulc.png
storage curve: _storage_curves/Wagadia__storage_elevation.csv
inflow flood hydrograph: _infofiles/Wagadia__inflow_flood_hydrograph.csv
inflow baseflow hydrograph: _infofiles/Wagadia__inflow_baseflow_hydrograph.csv
breach location (supplier): _infofiles/Wagadia__breach_location.png
mesh: _infofiles/Wagadia__mesh.png
infofile: _infofiles/Wagadia__infofile.csv
DEM correction: _infofiles/Wagadia__dem_correction.csv
hydrographs — H1 is TOTAL at dam; BREACH_OUTFLOW.csv is the series the CWC relations compare against: _hydrographs/Wagadia
PAR / exposure: _par/Wagadia
EAP figures (exposure curve + warning scatter, log y): _figures/Wagadia
atlases: Wagadia__S_EG_00_REF__S01-FW-REF, Wagadia__S_EG_00__S02-FW-PIP, Wagadia__S_EG_01__S03-DF-REF, Wagadia__S_EG_03__S05-DF-PIP, Wagadia__S_EG_05_SBL__S08-SO-L, Wagadia__S_EG_05_SBR__S09-SO-H