Mukteshwar

all dams · full registry · dam table · generated 2026-10-15 23:03 · PIC GJ04HH0583 · CRS EPSG:32643

7current scenarios

7renderable

0running again

0retired · not in master

Report thread · updated 2026-08-17T11:09:27+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 re-rendered its map sets. It took four measurements to get one true answer: three were taken while the maps were still being written and reported 2, 4 and 3 findings; the settled reading reports none.

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)	GJ04HH0583
District	Banas Kantha
Taluka	vadgam
River	Saraswati
Projected CRS	EPSG:32643 / UTM Zone 43N (WGS 84)
Dam type	Earthen cum masonry (an earthen embankment with masonry non-overflow dams and a gated ogee masonry spillway)
FRL (m)	201.65
HFL (m)	202.12
Top of dam (m)	205.6
Spillway crest (m)	193.37
Design spillway capacity (m³/s)	4790.0
Gross storage (Mm³)	31.459
Catchment (km²)	306.0
Bed level, adopted (m)	187.8
Head, documented (m)	17.95
Head in DEM before correction (m)	20.055
Head after DEM correction (m)	17.8
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 The master never holds a superseded or defective artefact — replacements overwrite on acceptance and the retired copy is removed in the same action (verified by audit_master_store.py).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	0.13	8	2,993.90	2,570.67	78.00	62.34	`../Mukteshwar/S_EG_00__S02-FW-PIP/`	`d7db64bfce7c9d02`	2026-09-27T04:00
`S_EG_00_REF`	`S01-FW-REF`	retained	clean	0.00	8	—	—	—	—	`../Mukteshwar/S_EG_00_REF__S01-FW-REF/`	`f67c8d60ee15c77b`	2026-08-09T18:05
`S_EG_01`	`S03-DF-REF`	retained	clean	0.03	8	—	—	—	—	`../Mukteshwar/S_EG_01__S03-DF-REF/`	`505a7f270e7d49b2`	2026-08-09T18:04
`S_EG_02`	`S04-DF-OT`	reran · accepted	clean	0.07	8	6,833.39	5,967.86	158.03	113.90	`../Mukteshwar/S_EG_02__S04-DF-OT/`	`70c328325069a080`	2026-09-27T04:01
`S_EG_05_SBL`	`S08-SO-L`	retained	clean	0.05	8	3,370.36	—	317.38	73.45	`../Mukteshwar/S_EG_05_SBL__S08-SO-L/`	`54c830c774fe3d70`	2026-09-27T03:57
`S_EG_05_SBR`	`S09-SO-H`	retained	clean	0.05	8	3,383.85	—	347.86	73.45	`../Mukteshwar/S_EG_05_SBR__S09-SO-H/`	`7c0945455d6777ba`	2026-09-27T12:28
`S_EG_06`	`S06-DF-OPS`	retained	clean	0.06	8	—	—	—	—	`../Mukteshwar/S_EG_06__S06-DF-OPS/`	`ef46ca78a887032f`	2026-08-09T18:04

Assets

terrain plate (Fig 3.1): _maps/Mukteshwar__dem.png
land-cover plate (Fig 3.2): _maps/Mukteshwar__lulc.png
storage curve: _storage_curves/Mukteshwar__storage_elevation.csv
inflow flood hydrograph: _infofiles/Mukteshwar__inflow_flood_hydrograph.csv
inflow baseflow hydrograph: _infofiles/Mukteshwar__inflow_baseflow_hydrograph.csv
breach location (supplier): _infofiles/Mukteshwar__breach_location.png
mesh: _infofiles/Mukteshwar__mesh.png
infofile: _infofiles/Mukteshwar__infofile.csv
DEM correction: _infofiles/Mukteshwar__dem_correction.csv
hydrographs — H1 is TOTAL at dam; BREACH_OUTFLOW.csv is the series the CWC relations compare against: _hydrographs/Mukteshwar
PAR / exposure: _par/Mukteshwar
EAP figures (exposure curve + warning scatter, log y): _figures/Mukteshwar
atlases: Mukteshwar__S_EG_00_REF__S01-FW-REF, Mukteshwar__S_EG_00__S02-FW-PIP, Mukteshwar__S_EG_01__S03-DF-REF, Mukteshwar__S_EG_02__S04-DF-OT, Mukteshwar__S_EG_05_SBL__S08-SO-L, Mukteshwar__S_EG_05_SBR__S09-SO-H, Mukteshwar__S_EG_06__S06-DF-OPS