Ruparel

all dams · full registry · dam table · generated 2026-10-15 23:03 · PIC GJ04MH0590 · CRS EPSG:32642

6current scenarios

6renderable

0running again

0retired · not in master

Report thread · updated 2026-09-03T03:03:56.773360+00:00
report: current — V2 delivery, DBA/EAP/PCI bytes match CURRENT_DELIVERY_INDEX d9277f54 (ACTUAL_FOCUSED_ATLAS_TWO_ROOT_DELIVERY_READBACK; format PASS)DBA: deliveredEAP: deliveredPCI: delivered

PIC GJ04MH0590: Codex-validated DBA, EAP and PCI set completed from the accepted HDF master; the governed three-dam export manifest records all report hashes.

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)	GJ04MH0590
District	Jamnagar
Taluka	Jamnagar
River	Ruparel
Projected CRS	EPSG:32642 / UTM Zone 42N (WGS 84)
Dam type	Rolled Filled Zone Type
FRL (m)	48.2
HFL (m)	50.2
Top of dam (m)	51.85
Spillway crest (m)	48.2
Design spillway capacity (m³/s)	898.0
Gross storage (Mm³)	4.727
Catchment (km²)	52.19
Bed level, adopted (m)	39.7
Head, documented (m)	12.15
Head in DEM before correction (m)	6.569
Head after DEM correction (m)	12.15
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 The master never holds a superseded or defective artefact — replacements overwrite on acceptance and the retired copy is removed in the same action (verified by audit_master_store.py).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	0.31	9	1,036.62	1,300.07	1,107.41	31.31	`../Ruparel/S_EG_00__S02-FW-PIP/`	`8b30ccd0ac3c6a73`	2026-09-02T17:39
`S_EG_00_REF`	`S01-FW-REF`	retained	clean	0.00	9	—	—	—	—	`../Ruparel/S_EG_00_REF__S01-FW-REF/`	`c8152a047f90c3a3`	2026-09-02T17:27
`S_EG_01`	`S03-DF-REF`	retained	clean	0.02	9	—	—	—	—	`../Ruparel/S_EG_01__S03-DF-REF/`	`01a2337820fde277`	2026-09-02T17:33
`S_EG_03`	`S05-DF-PIP`	retained	clean	0.10	9	1,573.79	2,081.69	1,107.41	37.82	`../Ruparel/S_EG_03__S05-DF-PIP/`	`5ca91bb63d62b8e5`	2026-09-02T17:45
`S_EG_05_SBL`	`S08-SO-L`	retained	clean	0.14	9	1,573.12	—	1,727.00	60.00	`../Ruparel/S_EG_05_SBL__S08-SO-L/`	`4c9b3a86b032cd9d`	2026-09-02T17:51
`S_EG_05_SBR`	`S09-SO-H`	retained	clean	0.10	9	1,578.75	—	1,809.10	60.00	`../Ruparel/S_EG_05_SBR__S09-SO-H/`	`f54d25c88deedfc4`	2026-09-02T17:57

Assets

terrain plate (Fig 3.1): _maps/Ruparel__dem.png
land-cover plate (Fig 3.2): _maps/Ruparel__lulc.png
storage curve: _storage_curves/Ruparel__storage_elevation.csv
inflow flood hydrograph: _infofiles/Ruparel__inflow_flood_hydrograph.csv
inflow baseflow hydrograph: _infofiles/Ruparel__inflow_baseflow_hydrograph.csv
breach location (supplier): _infofiles/Ruparel__breach_location.png
mesh: _infofiles/Ruparel__mesh.png
infofile: _infofiles/Ruparel__infofile.csv
DEM correction: _infofiles/Ruparel__dem_correction.csv
hydrographs — H1 is TOTAL at dam; BREACH_OUTFLOW.csv is the series the CWC relations compare against: _hydrographs/Ruparel
PAR / exposure: _par/Ruparel
EAP figures (exposure curve + warning scatter, log y): _figures/Ruparel
atlases: Ruparel__S_EG_00_REF__S01-FW-REF, Ruparel__S_EG_00__S02-FW-PIP, Ruparel__S_EG_01__S03-DF-REF, Ruparel__S_EG_03__S05-DF-PIP, Ruparel__S_EG_05_SBL__S08-SO-L, Ruparel__S_EG_05_SBR__S09-SO-H