Phophal 2

all dams · full registry · dam table · generated 2026-10-15 23:03 · PIC GJ217MH0719 · 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 (SEVEN_TAIL_DISCLOSURE_ACCEPTED_CANDIDATE_PENDING_DELIVERY; format PASS)DBA: deliveredEAP: deliveredPCI: delivered

PIC GJ217MH0719: 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)	GJ217MH0719
District	Jamnagar
Taluka	Kalawad
River	Phophal
Projected CRS	EPSG:32642 / UTM Zone 42N (WGS 84)
Dam type	Earthen
FRL (m)	129.335
HFL (m)	132.335
Top of dam (m)	134.35
Spillway crest (m)	129.335
Gross storage (Mm³)	6.362
Catchment (km²)	60.99
Bed level, adopted (m)	121.6
Head, documented (m)	12.75
Head in DEM before correction (m)	6.092
Head after DEM correction (m)	12.75
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 The master never holds a superseded or defective artefact — replacements overwrite on acceptance and the retired copy is removed in the same action (verified by audit_master_store.py).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	0.22	7	1,100.70	1,277.35	2,324.00	34.97	`../Phophal 2/S_EG_00__S02-FW-PIP/`	`21e1d0d70351d4cd`	2026-09-02T19:33
`S_EG_00_REF`	`S01-FW-REF`	retained	clean	0.00	7	—	—	—	—	`../Phophal 2/S_EG_00_REF__S01-FW-REF/`	`5147f8bb24c3d676`	2026-09-02T20:02
`S_EG_01`	`S03-DF-REF`	retained	clean	0.01	7	—	—	—	—	`../Phophal 2/S_EG_01__S03-DF-REF/`	`500f4ed3f37a55a0`	2026-09-02T19:26
`S_EG_03`	`S05-DF-PIP`	retained	clean	0.10	7	1,726.73	2,221.83	2,324.00	43.69	`../Phophal 2/S_EG_03__S05-DF-PIP/`	`643f2071074333b8`	2026-09-02T19:40
`S_EG_05_SBL`	`S08-SO-L`	retained	clean	0.11	7	1,610.55	—	2,022.00	60.00	`../Phophal 2/S_EG_05_SBL__S08-SO-L/`	`31e0737bb3ffad87`	2026-09-02T19:46
`S_EG_05_SBR`	`S09-SO-H`	retained	clean	0.09	7	1,610.53	—	2,072.00	60.00	`../Phophal 2/S_EG_05_SBR__S09-SO-H/`	`e7d507675478666c`	2026-09-02T19:53

Assets

terrain plate (Fig 3.1): _maps/Phophal 2__dem.png
land-cover plate (Fig 3.2): _maps/Phophal 2__lulc.png
storage curve: _storage_curves/Phophal 2__storage_elevation.csv
inflow flood hydrograph: _infofiles/Phophal 2__inflow_flood_hydrograph.csv
inflow baseflow hydrograph: _infofiles/Phophal 2__inflow_baseflow_hydrograph.csv
breach location (supplier): _infofiles/Phophal 2__breach_location.png
mesh: _infofiles/Phophal 2__mesh.png
infofile: _infofiles/Phophal 2__infofile.csv
DEM correction: _infofiles/Phophal 2__dem_correction.csv
hydrographs — H1 is TOTAL at dam; BREACH_OUTFLOW.csv is the series the CWC relations compare against: _hydrographs/Phophal 2
PAR / exposure: _par/Phophal 2
EAP figures (exposure curve + warning scatter, log y): _figures/Phophal 2
atlases: Phophal 2__S_EG_00_REF__S01-FW-REF, Phophal 2__S_EG_00__S02-FW-PIP, Phophal 2__S_EG_01__S03-DF-REF, Phophal 2__S_EG_03__S05-DF-PIP, Phophal 2__S_EG_05_SBL__S08-SO-L, Phophal 2__S_EG_05_SBR__S09-SO-H