Vaidy

all dams · full registry · dam table · generated 2026-10-15 23:03 · PIC GJ208MH0807 · CRS EPSG:32643

6current scenarios

6renderable

0running again

0retired · not in master

Report thread · updated 2026-08-17T08:14:23+00:00
report: current — V2.1 delivery, DBA/EAP/PCI bytes match CURRENT_DELIVERY_INDEX d9277f54 (UNCHANGED_CURRENT60_PREDECESSOR_HASH_VERIFIED; format PASS)DBA: deliveredEAP: deliveredPCI: delivered

Rebuilt and audited clean after the run thread re-published its maps.

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)	GJ208MH0807
District	Sabarkantha
Taluka	Meghraj
River	suron
Projected CRS	EPSG:32643 / UTM Zone 43N (WGS 84)
Dam type	Earthen Dam ( Rolled Filled)
FRL (m)	199.2
HFL (m)	201.1
Top of dam (m)	204.1
Spillway crest (m)	199.2
Design spillway capacity (m³/s)	90.0
Gross storage (Mm³)	9.29
Catchment (km²)	56.0
Bed level, adopted (m)	187.0
Head, documented (m)	17.1
Head in DEM before correction (m)	19.5
Head after DEM correction (m)	17.1
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 The master never holds a superseded or defective artefact — replacements overwrite on acceptance and the retired copy is removed in the same action (verified by audit_master_store.py).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	0.27	7	2,008.24	2,035.47	919.98	38.67	`../Vaidy/S_EG_00__S02-FW-PIP/`	`4c3fc8daf4036f33`	2026-08-09T18:03
`S_EG_00_REF`	`S01-FW-REF`	retained	clean	0.00	7	—	—	—	—	`../Vaidy/S_EG_00_REF__S01-FW-REF/`	`d1db20a4585cb041`	2026-08-09T18:03
`S_EG_01`	`S03-DF-REF`	retained	clean	0.02	7	—	—	—	—	`../Vaidy/S_EG_01__S03-DF-REF/`	`dd6babd3ab6a9519`	2026-08-09T18:03
`S_EG_03`	`S05-DF-PIP`	reran · accepted	clean	0.10	7	3,207.73	3,493.45	919.98	47.36	`../Vaidy/S_EG_03__S05-DF-PIP/`	`d908580c7220c2d1`	2026-08-15T14:25
`S_EG_05_SBL`	`S08-SO-L`	retained	elevated	3.01	7	860.08	—	41.00	60.00	`../Vaidy/S_EG_05_SBL__S08-SO-L/`	`4f5dee63a6753bcc`	2026-08-09T18:03
`S_EG_05_SBR`	`S09-SO-H`	retained	clean	0.17	7	959.56	—	103.00	60.00	`../Vaidy/S_EG_05_SBR__S09-SO-H/`	`2b25bacfcc161c15`	2026-08-09T18:03

Assets

terrain plate (Fig 3.1): _maps/Vaidy__dem.png
land-cover plate (Fig 3.2): _maps/Vaidy__lulc.png
storage curve: _storage_curves/Vaidy__storage_elevation.csv
inflow flood hydrograph: _infofiles/Vaidy__inflow_flood_hydrograph.csv
inflow baseflow hydrograph: _infofiles/Vaidy__inflow_baseflow_hydrograph.csv
breach location (supplier): _infofiles/Vaidy__breach_location.png
mesh: _infofiles/Vaidy__mesh.png
infofile: _infofiles/Vaidy__infofile.csv
DEM correction: _infofiles/Vaidy__dem_correction.csv
hydrographs — H1 is TOTAL at dam; BREACH_OUTFLOW.csv is the series the CWC relations compare against: _hydrographs/Vaidy
PAR / exposure: _par/Vaidy
EAP figures (exposure curve + warning scatter, log y): _figures/Vaidy
atlases: Vaidy__S_EG_00_REF__S01-FW-REF, Vaidy__S_EG_00__S02-FW-PIP, Vaidy__S_EG_01__S03-DF-REF, Vaidy__S_EG_03__S05-DF-PIP, Vaidy__S_EG_05_SBL__S08-SO-L, Vaidy__S_EG_05_SBR__S09-SO-H