Bhimdad

all dams · full registry · dam table · generated 2026-10-15 23:03 · PIC GJ208SH0749 · CRS EPSG:32642

7current scenarios

7renderable

0running again

2retired · not in master

Report thread · updated 2026-08-16T16:45:02+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 2026-08-16 on the settled contract: Tables 2.1/2.2 from the registry, PCI recomputed from the DBA's current PAR, body prose naming scenarios by canonical code, two V1 review forms (detailed + one-page GSDSO sign-off), both unsigned. Complete on the master copy and GSDSO2; DBA and PCI reconcile.

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)	GJ208SH0749
District	Botad
Taluka	Gadhada
River	Madhu
Projected CRS	EPSG:32642 / UTM Zone 42N (WGS 84)
Dam type	Non overflow type earthen dam
FRL (m)	104.85
HFL (m)	107.31
Top of dam (m)	109.14
Spillway crest (m)	104.85
Design spillway capacity (m³/s)	975.19
Gross storage (Mm³)	10.656
Catchment (km²)	111.69
Bed level, adopted (m)	90.6
Head, documented (m)	18.54
Head in DEM before correction (m)	15.68
Head after DEM correction (m)	18.54
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 The master never holds a superseded or defective artefact — replacements overwrite on acceptance and the retired copy is removed in the same action (verified by audit_master_store.py).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_E_00`	`S02-FW-PIP`	retained	clean	0.34	9	2,867.28	3,076.85	2,000.00	39.49	`../Bhimdad/S_E_00__S02-FW-PIP/`	`e0dc8ad5fe2a1ef4`	2026-10-02T04:45
`S_E_00_REF`	`S01-FW-REF`	retained	clean	0.00	9	—	—	—	—	`../Bhimdad/S_E_00_REF__S01-FW-REF/`	`05028a204967de47`	2026-10-02T04:19
`S_E_01`	`S03-DF-REF`	retained	clean	0.10	9	—	—	—	—	`../Bhimdad/S_E_01__S03-DF-REF/`	`fbdec5821f777959`	2026-10-02T04:45
`S_E_02`	`S04-DF-OT`	retained	clean	0.04	9	8,148.94	9,551.66	2,000.00	88.86	`../Bhimdad/S_E_02__S04-DF-OT/`	`7c1421a7c7cd6df0`	2026-10-02T04:45
`S_E_05_SBL`	`S08-SO-L`	retained	clean	0.15	9	3,776.25	—	1,595.00	60.00	`../Bhimdad/S_E_05_SBL__S08-SO-L/`	`0798618ca47af0b8`	2026-10-02T04:46
`S_E_05_SBR`	`S09-SO-H`	retained	clean	0.13	9	3,776.25	—	1,644.75	60.00	`../Bhimdad/S_E_05_SBR__S09-SO-H/`	`fb9d3fff9a9949e0`	2026-10-02T04:46
`S_E_06_SAD01`	`S10-SAD-OT`	retained	clean	0.08	9	458.25	1,165.64	603.57	85.94	`../Bhimdad/S_E_06_SAD01__S10-SAD-OT/`	`f5b664295adda463`	2026-10-02T04:46

Assets

terrain plate (Fig 3.1): _maps/Bhimdad__dem.png
land-cover plate (Fig 3.2): _maps/Bhimdad__lulc.png
storage curve: _storage_curves/Bhimdad__storage_elevation.csv
inflow flood hydrograph: _infofiles/Bhimdad__inflow_flood_hydrograph.csv
inflow baseflow hydrograph: _infofiles/Bhimdad__inflow_baseflow_hydrograph.csv
breach location (supplier): _infofiles/Bhimdad__breach_location.png
mesh: _infofiles/Bhimdad__mesh.png
infofile: _infofiles/Bhimdad__infofile.csv
DEM correction: _infofiles/Bhimdad__dem_correction.csv
hydrographs — H1 is TOTAL at dam; BREACH_OUTFLOW.csv is the series the CWC relations compare against: _hydrographs/Bhimdad
PAR / exposure: _par/Bhimdad
EAP figures (exposure curve + warning scatter, log y): _figures/Bhimdad
atlases: Bhimdad__S_E_00_REF__S01-FW-REF, Bhimdad__S_E_00__S02-FW-PIP, Bhimdad__S_E_01__S03-DF-REF, Bhimdad__S_E_02__S04-DF-OT, Bhimdad__S_E_05_SBL__S08-SO-L, Bhimdad__S_E_05_SBR__S09-SO-H, Bhimdad__S_E_06_SAD01__S10-SAD-OT

Retired — not in the master

These artefacts are identified by sha so a stale copy elsewhere can be recognised; they do not exist in the master.

run id	state	sha256
`S_E_04`	SUPERSEDED
`S_E_05`	SUPERSEDED