Thebi

all dams · full registry · dam table · generated 2026-10-15 23:03 · PIC GJ208MH0765 · CRS EPSG:32642

7current scenarios

7renderable

0running again

0retired · not in master

Report thread · updated 2026-08-17T06:43:58+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 after the run side re-published its maps; zero findings. The report is now reproducible from the master rather than from a working folder on this machine.

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)	GJ208MH0765
District	Amreli
Taluka	Amreli
River	Thebi
Projected CRS	EPSG:32642 / UTM Zone 42N (WGS 84)
Dam type	Rolled filled type zonal Earthern Dam
FRL (m)	126.0
HFL (m)	126.44
Top of dam (m)	129.3
Spillway crest (m)	119.9
Design spillway capacity (m³/s)	3795.0
Catchment (km²)	224.12
Bed level, adopted (m)	117.7
Head, documented (m)	11.6
Head in DEM before correction (m)	11.282
Head after DEM correction (m)	11.6
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 The master never holds a superseded or defective artefact — replacements overwrite on acceptance and the retired copy is removed in the same action (verified by audit_master_store.py).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	0.24	8	1,115.72	2,031.74	2,375.15	42.70	`../Thebi/S_EG_00__S02-FW-PIP/`	`e508183cb813ff81`	2026-08-24T20:06
`S_EG_00_REF`	`S01-FW-REF`	retained	clean	0.00	8	—	—	—	—	`../Thebi/S_EG_00_REF__S01-FW-REF/`	`09c3a710d99bc182`	2026-08-24T20:06
`S_EG_01`	`S03-DF-REF`	retained	clean	0.01	8	—	—	—	—	`../Thebi/S_EG_01__S03-DF-REF/`	`688cae422e1ca983`	2026-08-24T20:06
`S_EG_02`	`S04-DF-OT`	retained	clean	0.05	8	3,896.99	6,420.56	2,375.15	88.14	`../Thebi/S_EG_02__S04-DF-OT/`	`b32b06a8ff18b787`	2026-08-24T20:06
`S_EG_05_SBL`	`S08-SO-L`	retained	clean	0.49	8	4,176.77	—	2,079.71	136.58	`../Thebi/S_EG_05_SBL__S08-SO-L/`	`a8f35df3be574bd3`	2026-10-03T13:56
`S_EG_05_SBR`	`S09-SO-H`	retained	clean	0.49	8	4,176.77	—	2,079.71	136.58	`../Thebi/S_EG_05_SBR__S09-SO-H/`	`1ec0124d481d5f3d`	2026-10-03T13:58
`S_EG_06`	`S06-DF-OPS`	retained	clean	0.04	8	—	—	—	—	`../Thebi/S_EG_06__S06-DF-OPS/`	`e0d6495236873712`	2026-08-24T20:06

Assets

terrain plate (Fig 3.1): _maps/Thebi__dem.png
land-cover plate (Fig 3.2): _maps/Thebi__lulc.png
storage curve: _storage_curves/Thebi__storage_elevation.csv
inflow flood hydrograph: _infofiles/Thebi__inflow_flood_hydrograph.csv
inflow baseflow hydrograph: _infofiles/Thebi__inflow_baseflow_hydrograph.csv
breach location (supplier): _infofiles/Thebi__breach_location.png
mesh: _infofiles/Thebi__mesh.png
infofile: _infofiles/Thebi__infofile.csv
DEM correction: _infofiles/Thebi__dem_correction.csv
hydrographs — H1 is TOTAL at dam; BREACH_OUTFLOW.csv is the series the CWC relations compare against: _hydrographs/Thebi
PAR / exposure: _par/Thebi
EAP figures (exposure curve + warning scatter, log y): _figures/Thebi
atlases: Thebi__S_EG_00_REF__S01-FW-REF, Thebi__S_EG_00__S02-FW-PIP, Thebi__S_EG_01__S03-DF-REF, Thebi__S_EG_02__S04-DF-OT, Thebi__S_EG_05_SBL__S08-SO-L, Thebi__S_EG_05_SBR__S09-SO-H, Thebi__S_EG_06__S06-DF-OPS