Kharo

all dams · full registry · dam table · generated 2026-10-15 23:03 · PIC GJ208MH0770 · 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 after the run thread cleared the duplicate index sheets.

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)	GJ208MH0770
District	Bhavnagar
Taluka	palitana
River	KHARO
Projected CRS	EPSG:32642 / UTM Zone 42N (WGS 84)
Dam type	Earthen & Masonry
FRL (m)	54.12
HFL (m)	54.25
Top of dam (m)	57.75
Spillway crest (m)	48.08
Design spillway capacity (m³/s)	3592.0
Gross storage (Mm³)	12.24
Catchment (km²)	241.06
Bed level, adopted (m)	44.65
Head, documented (m)	13.1
Head in DEM before correction (m)	13.882
Head after DEM correction (m)	13.1
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 The master never holds a superseded or defective artefact — replacements overwrite on acceptance and the retired copy is removed in the same action (verified by audit_master_store.py).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	0.07	9	613.50	818.00	624.07	45.85	`../Kharo/S_EG_00__S02-FW-PIP/`	`0edc030410c679a7`	2026-09-18T17:42
`S_EG_00_REF`	`S01-FW-REF`	retained	clean	0.00	9	—	—	—	—	`../Kharo/S_EG_00_REF__S01-FW-REF/`	`5485fee3cf6671fe`	2026-08-09T18:03
`S_EG_01`	`S03-DF-REF`	retained	clean	0.01	9	—	—	—	—	`../Kharo/S_EG_01__S03-DF-REF/`	`a005576e07547913`	2026-08-09T18:03
`S_EG_02`	`S04-DF-OT`	reran · accepted	clean	0.03	9	3,829.17	3,522.82	624.07	92.77	`../Kharo/S_EG_02__S04-DF-OT/`	`9131558c9c5999ad`	2026-09-18T18:02
`S_EG_05_SBL`	`S08-SO-L`	retained	clean	0.03	9	3,222.43	—	786.09	46.01	`../Kharo/S_EG_05_SBL__S08-SO-L/`	`cc6a6c5260f6bf06`	2026-08-24T16:45
`S_EG_05_SBR`	`S09-SO-H`	retained	clean	0.10	9	3,216.68	—	912.23	46.01	`../Kharo/S_EG_05_SBR__S09-SO-H/`	`a07f925e87f4b58e`	2026-08-24T16:50
`S_EG_06`	`S06-DF-OPS`	retained	clean	0.04	9	—	—	—	—	`../Kharo/S_EG_06__S06-DF-OPS/`	`9b35c28361195395`	2026-08-09T18:03

Assets

terrain plate (Fig 3.1): _maps/Kharo__dem.png
land-cover plate (Fig 3.2): _maps/Kharo__lulc.png
storage curve: _storage_curves/Kharo__storage_elevation.csv
inflow flood hydrograph: _infofiles/Kharo__inflow_flood_hydrograph.csv
inflow baseflow hydrograph: _infofiles/Kharo__inflow_baseflow_hydrograph.csv
breach location (supplier): _infofiles/Kharo__breach_location.png
mesh: _infofiles/Kharo__mesh.png
infofile: _infofiles/Kharo__infofile.csv
DEM correction: _infofiles/Kharo__dem_correction.csv
hydrographs — H1 is TOTAL at dam; BREACH_OUTFLOW.csv is the series the CWC relations compare against: _hydrographs/Kharo
PAR / exposure: _par/Kharo
EAP figures (exposure curve + warning scatter, log y): _figures/Kharo
atlases: Kharo__S_EG_00_REF__S01-FW-REF, Kharo__S_EG_00__S02-FW-PIP, Kharo__S_EG_01__S03-DF-REF, Kharo__S_EG_02__S04-DF-OT, Kharo__S_EG_05_SBL__S08-SO-L, Kharo__S_EG_05_SBR__S09-SO-H, Kharo__S_EG_06__S06-DF-OPS

Defect ledger

run id	status	replacement sha	old sha (do not use)
`S_EG_00`	DEFECT FIXED	`0edc030410c679a7`	`3ae08a242767a02a`