Karjan

all dams · full registry · dam table · generated 2026-10-15 23:03 · PIC GJ04VH0470 · CRS EPSG:32643

5current scenarios

5renderable

0running again

0retired · not in master

report: current — V2 delivery, DBA/EAP/PCI bytes match CURRENT_DELIVERY_INDEX d9277f54 (UNCHANGED_CURRENT60_PREDECESSOR_HASH_VERIFIED; format PASS) Verdict from the current delivery index (~/100_Dams_Deliverables/CURRENT_DELIVERY_INDEX.json), else the delivery roots (~/final_100_dam_delivery, ~/final_100_dam_codex_report_delivery); the report thread has filed no note for this dam (REPORT_STATUS.json).

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)	GJ04VH0470
District	Narmada
Taluka	Rajpipla
River	Karjan (Tri. Of Narmada)
Projected CRS	EPSG:32643 / UTM Zone 43N (WGS 84)
Dam type	Masonry/Concrete
FRL (m)	115.25
HFL (m)	116.1
Top of dam (m)	119.7
Spillway crest (m)	101.23
Design spillway capacity (m³/s)	17286.0
Gross storage (Mm³)	581.4
Catchment (km²)	1403.78
Bed level, adopted (m)	62.8
Head, documented (m)	56.9
Head in DEM before correction (m)	53.232
Head after DEM correction (m)	56.9
Mesh	60m
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 The master never holds a superseded or defective artefact — replacements overwrite on acceptance and the retired copy is removed in the same action (verified by audit_master_store.py).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_REF`	`S01-FW-REF`	retained	clean	0.00	9	—	—	—	—	`../Karjan/S_EG_00_REF__S01-FW-REF/`	`cebed68afcacd63c`	2026-09-14T22:53
`S_EG_01`	`S03-DF-REF`	retained	clean	0.00	9	—	—	—	—	`../Karjan/S_EG_01__S03-DF-REF/`	`f29ab9158d79ceca`	2026-09-14T23:02
`S_EG_05_SBL`	`S08-SO-L`	retained	clean	0.04	9	52,122.09	—	145.76	74.08	`../Karjan/S_EG_05_SBL__S08-SO-L/`	`ce4da76a38d80b55`	2026-09-14T23:18
`S_EG_05_SBR`	`S09-SO-H`	retained	clean	0.04	9	52,122.09	—	243.32	74.08	`../Karjan/S_EG_05_SBR__S09-SO-H/`	`a125da8ed74bcf1a`	2026-09-14T23:26
`S_EG_06`	`S06-DF-OPS`	retained	clean	0.20	9	—	—	—	—	`../Karjan/S_EG_06__S06-DF-OPS/`	`51e8fef06185b05e`	2026-09-14T23:10

Assets

terrain plate (Fig 3.1): _maps/Karjan__dem.png
land-cover plate (Fig 3.2): _maps/Karjan__lulc.png
storage curve: _storage_curves/Karjan__storage_elevation.csv
inflow flood hydrograph: _infofiles/Karjan__inflow_flood_hydrograph.csv
inflow baseflow hydrograph: _infofiles/Karjan__inflow_baseflow_hydrograph.csv
breach location (supplier): _infofiles/Karjan__breach_location.png
mesh: _infofiles/Karjan__mesh.png
infofile: _infofiles/Karjan__infofile.csv
DEM correction: _infofiles/Karjan__dem_correction.csv
hydrographs — H1 is TOTAL at dam; BREACH_OUTFLOW.csv is the series the CWC relations compare against: _hydrographs/Karjan
PAR / exposure: _par/Karjan
EAP figures (exposure curve + warning scatter, log y): _figures/Karjan
atlases: Karjan__S_EG_00_REF__S01-FW-REF, Karjan__S_EG_01__S03-DF-REF, Karjan__S_EG_05_SBL__S08-SO-L, Karjan__S_EG_05_SBR__S09-SO-H, Karjan__S_EG_06__S06-DF-OPS