Vijarkhi

all dams · full registry · dam table · generated 2026-10-15 23:03 · PIC GJ04LH0008 · CRS EPSG:32642

6current scenarios

6renderable

0running again

0retired · not in master

Report thread · updated 2026-09-07T20:01:17.233854+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 GJ04LH0008: Codex-validated DBA, EAP and PCI set completed after the latest accepted runs; 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)	GJ04LH0008
District	Jamnagar
Taluka	Jamnagar
River	Vijarkhi river
Projected CRS	EPSG:32642 / UTM Zone 42N (WGS 84)
Dam type	Composite earthen and masonry dam (central coursed-rubble masonry dam between earthen flanks)
FRL (m)	30.48
HFL (m)	31.39
Top of dam (m)	32.92
Spillway crest (m)	30.48
Gross storage (Mm³)	11.094
Catchment (km²)	31.08
Bed level, adopted (m)	18.0
Head, documented (m)	14.92
Head in DEM before correction (m)	-2.765
Head after DEM correction (m)	14.92
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 The master never holds a superseded or defective artefact — replacements overwrite on acceptance and the retired copy is removed in the same action (verified by audit_master_store.py).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	note	1.06	9	1,402.74	1,203.02	231.10	44.33	`../Vijarkhi/S_EG_00__S02-FW-PIP/`	`e2cc97accf1aa26d`	2026-09-07T16:32
`S_EG_00_REF`	`S01-FW-REF`	retained	clean	0.00	9	—	—	—	—	`../Vijarkhi/S_EG_00_REF__S01-FW-REF/`	`85ac9ec432c8e62a`	2026-09-07T16:15
`S_EG_01`	`S03-DF-REF`	retained	clean	0.03	9	—	—	—	—	`../Vijarkhi/S_EG_01__S03-DF-REF/`	`0c1eb59669e29c3f`	2026-09-07T16:24
`S_EG_03`	`S05-DF-PIP`	retained	clean	0.27	9	1,906.95	1,680.82	231.10	49.66	`../Vijarkhi/S_EG_03__S05-DF-PIP/`	`69c5abc149b430b1`	2026-09-07T16:40
`S_EG_05_SBL`	`S08-SO-L`	retained	clean	0.03	9	3,098.06	—	30.00	60.00	`../Vijarkhi/S_EG_05_SBL__S08-SO-L/`	`81001165db7fab3a`	2026-09-26T22:00
`S_EG_05_SBR`	`S09-SO-H`	retained	clean	0.02	9	3,104.92	—	274.80	60.00	`../Vijarkhi/S_EG_05_SBR__S09-SO-H/`	`75d50cb6af517baa`	2026-09-26T22:00

Assets

terrain plate (Fig 3.1): _maps/Vijarkhi__dem.png
land-cover plate (Fig 3.2): _maps/Vijarkhi__lulc.png
storage curve: _storage_curves/Vijarkhi__storage_elevation.csv
inflow flood hydrograph: _infofiles/Vijarkhi__inflow_flood_hydrograph.csv
inflow baseflow hydrograph: _infofiles/Vijarkhi__inflow_baseflow_hydrograph.csv
breach location (supplier): _infofiles/Vijarkhi__breach_location.png
mesh: _infofiles/Vijarkhi__mesh.png
infofile: _infofiles/Vijarkhi__infofile.csv
DEM correction: _infofiles/Vijarkhi__dem_correction.csv
hydrographs — H1 is TOTAL at dam; BREACH_OUTFLOW.csv is the series the CWC relations compare against: _hydrographs/Vijarkhi
PAR / exposure: _par/Vijarkhi
EAP figures (exposure curve + warning scatter, log y): _figures/Vijarkhi
atlases: Vijarkhi__S_EG_00_REF__S01-FW-REF, Vijarkhi__S_EG_00__S02-FW-PIP, Vijarkhi__S_EG_01__S03-DF-REF, Vijarkhi__S_EG_03__S05-DF-PIP, Vijarkhi__S_EG_05_SBL__S08-SO-L, Vijarkhi__S_EG_05_SBR__S09-SO-H