Kaniyad

all dams · full registry · dam table · generated 2026-10-15 23:03 · PIC GJ208MH0752 · CRS EPSG:32642

7current scenarios

7renderable

0running again

0retired · not in master

Report thread · updated 2026-08-17T06:53:00+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 after the run side re-published its maps; zero findings.

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)	GJ208MH0752
District	Botad
Taluka	Botad
River	Utavali
Projected CRS	EPSG:32642 / UTM Zone 42N (WGS 84)
Dam type	Earthen Rolled Filled Zone Type
FRL (m)	102.25
HFL (m)	102.25
Top of dam (m)	104.75
Spillway crest (m)	99.2
Design spillway capacity (m³/s)	962.76
Gross storage (Mm³)	2.93
Catchment (km²)	33.3
Bed level, adopted (m)	95.5
Head, documented (m)	9.25
Head in DEM before correction (m)	6.3
Head after DEM correction (m)	9.25
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 The master never holds a superseded or defective artefact — replacements overwrite on acceptance and the retired copy is removed in the same action (verified by audit_master_store.py).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`	reran · accepted	clean	0.29	8	378.75	608.52	1,250.00	29.07	`../Kaniyad/S_EG_00__S02-FW-PIP/`	`bb6cfd0d102a97c3`	2026-10-01T18:55
`S_EG_00_REF`	`S01-FW-REF`	retained	clean	0.00	8	—	—	—	—	`../Kaniyad/S_EG_00_REF__S01-FW-REF/`	`f773b1cc135f17e3`	2026-10-01T18:55
`S_EG_01`	`S03-DF-REF`	retained	clean	0.06	8	—	—	—	—	`../Kaniyad/S_EG_01__S03-DF-REF/`	`3c2b043337c7c950`	2026-10-01T18:55
`S_EG_02`	`S04-DF-OT`	reran · accepted	clean	0.12	8	1,143.09	2,234.31	1,250.00	60.54	`../Kaniyad/S_EG_02__S04-DF-OT/`	`4c3a5f85f53c0303`	2026-10-01T18:55
`S_EG_05_SBL`	`S08-SO-L`	retained	clean	0.07	8	583.50	—	1,001.42	44.10	`../Kaniyad/S_EG_05_SBL__S08-SO-L/`	`9524616911d912fe`	2026-10-01T18:55
`S_EG_05_SBR`	`S09-SO-H`	retained	clean	0.07	8	583.50	—	1,036.38	44.10	`../Kaniyad/S_EG_05_SBR__S09-SO-H/`	`48fe23304c3a60ce`	2026-10-01T18:55
`S_EG_06`	`S06-DF-OPS`	retained	clean	0.06	8	—	—	—	—	`../Kaniyad/S_EG_06__S06-DF-OPS/`	`e3f760228eb175f6`	2026-10-01T18:55

Assets

terrain plate (Fig 3.1): _maps/Kaniyad__dem.png
land-cover plate (Fig 3.2): _maps/Kaniyad__lulc.png
storage curve: _storage_curves/Kaniyad__storage_elevation.csv
inflow flood hydrograph: _infofiles/Kaniyad__inflow_flood_hydrograph.csv
inflow baseflow hydrograph: _infofiles/Kaniyad__inflow_baseflow_hydrograph.csv
breach location (supplier): _infofiles/Kaniyad__breach_location.png
mesh: _infofiles/Kaniyad__mesh.png
infofile: _infofiles/Kaniyad__infofile.csv
DEM correction: _infofiles/Kaniyad__dem_correction.csv
hydrographs — H1 is TOTAL at dam; BREACH_OUTFLOW.csv is the series the CWC relations compare against: _hydrographs/Kaniyad
PAR / exposure: _par/Kaniyad
EAP figures (exposure curve + warning scatter, log y): _figures/Kaniyad
atlases: Kaniyad__S_EG_00_REF__S01-FW-REF, Kaniyad__S_EG_00__S02-FW-PIP, Kaniyad__S_EG_01__S03-DF-REF, Kaniyad__S_EG_02__S04-DF-OT, Kaniyad__S_EG_05_SBL__S08-SO-L, Kaniyad__S_EG_05_SBR__S09-SO-H, Kaniyad__S_EG_06__S06-DF-OPS

Defect ledger

run id	status	replacement sha	old sha (do not use)
`S_EG_00_REF`	DEFECT FIXED	`f773b1cc135f17e3`	`83552135c5e4663d`
`S_EG_01`	DEFECT FIXED	`3c2b043337c7c950`	`fff8c4fb2e0612ec`
`S_EG_05_SBL`	DEFECT FIXED	`9524616911d912fe`	`04882b3d8611cc9f`
`S_EG_05_SBR`	DEFECT FIXED	`48fe23304c3a60ce`	`f45e302c00d7fecc`
`S_EG_06`	DEFECT FIXED	`e3f760228eb175f6`	`5cb8663627536274`