Kalubhar

all dams · full registry · dam table · generated 2026-10-15 23:03 · PIC GJ04MH0109 · CRS EPSG:32642

7current scenarios

7renderable

0running again

0retired · not in master

Report thread · updated 2026-08-17T05:11:34+00:00
report: current — V2 delivery, DBA/EAP/PCI bytes match CURRENT_DELIVERY_INDEX d9277f54 (SEVEN_TAIL_DISCLOSURE_ACCEPTED_CANDIDATE_PENDING_DELIVERY; format PASS)DBA: deliveredEAP: deliveredPCI: delivered

Rebuilt 17 Aug with the spillway wording and units correction; audit clean.

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)	GJ04MH0109
District	Bhavnagar
Taluka	Gadhada
River	Kalubhar
Projected CRS	EPSG:32642 / UTM Zone 42N (WGS 84)
Dam type	Earthen
FRL (m)	60.36
HFL (m)	62.34
Top of dam (m)	66.4
Spillway crest (m)	54.26
Design spillway capacity (m³/s)	7260.24
Gross storage (Mm³)	18.822
Catchment (km²)	667.0
Bed level, adopted (m)	45.0
Head, documented (m)	21.4
Head in DEM before correction (m)	17.47
Head after DEM correction (m)	21.4
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 The master never holds a superseded or defective artefact — replacements overwrite on acceptance and the retired copy is removed in the same action (verified by audit_master_store.py).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	0.19	9	2,019.02	2,622.39	2,640.00	51.77	`../Kalubhar/S_EG_00__S02-FW-PIP/`	`c30e182b9c4a92cf`	2026-10-07T17:11
`S_EG_00_REF`	`S01-FW-REF`	retained	clean	0.00	9	—	—	—	—	`../Kalubhar/S_EG_00_REF__S01-FW-REF/`	`980308bf1ecbcc5c`	2026-10-07T17:10
`S_EG_01`	`S03-DF-REF`	retained	clean	0.07	9	—	—	—	—	`../Kalubhar/S_EG_01__S03-DF-REF/`	`7b07a9cade81ee7c`	2026-10-07T17:10
`S_EG_02`	`S04-DF-OT`	retained	clean	0.05	9	10,127.35	13,126.86	2,640.00	131.23	`../Kalubhar/S_EG_02__S04-DF-OT/`	`ab1397ad790e0fec`	2026-10-08T00:10
`S_EG_05_SBL`	`S08-SO-L`	retained	clean	0.09	9	4,476.75	—	2,789.49	46.36	`../Kalubhar/S_EG_05_SBL__S08-SO-L/`	`7030d81435fbd96e`	2026-10-07T17:11
`S_EG_05_SBR`	`S09-SO-H`	retained	clean	0.10	9	5,610.85	—	2,928.56	46.36	`../Kalubhar/S_EG_05_SBR__S09-SO-H/`	`5d86bd8e2232bdc1`	2026-10-07T17:11
`S_EG_06`	`S06-DF-OPS`	retained	clean	0.09	9	—	—	—	—	`../Kalubhar/S_EG_06__S06-DF-OPS/`	`ab237f19c245e6ca`	2026-10-07T17:10

Assets

terrain plate (Fig 3.1): _maps/Kalubhar__dem.png
land-cover plate (Fig 3.2): _maps/Kalubhar__lulc.png
storage curve: _storage_curves/Kalubhar__storage_elevation.csv
inflow flood hydrograph: _infofiles/Kalubhar__inflow_flood_hydrograph.csv
inflow baseflow hydrograph: _infofiles/Kalubhar__inflow_baseflow_hydrograph.csv
breach location (supplier): _infofiles/Kalubhar__breach_location.png
mesh: _infofiles/Kalubhar__mesh.png
infofile: _infofiles/Kalubhar__infofile.csv
DEM correction: _infofiles/Kalubhar__dem_correction.csv
hydrographs — H1 is TOTAL at dam; BREACH_OUTFLOW.csv is the series the CWC relations compare against: _hydrographs/Kalubhar
PAR / exposure: _par/Kalubhar
EAP figures (exposure curve + warning scatter, log y): _figures/Kalubhar
atlases: Kalubhar__S_EG_00_REF__S01-FW-REF, Kalubhar__S_EG_00__S02-FW-PIP, Kalubhar__S_EG_01__S03-DF-REF, Kalubhar__S_EG_02__S04-DF-OT, Kalubhar__S_EG_05_SBL__S08-SO-L, Kalubhar__S_EG_05_SBR__S09-SO-H, Kalubhar__S_EG_06__S06-DF-OPS