Fulzar KB

all dams · full registry · dam table · generated 2026-10-15 23:03 · PIC GJ04MH0549 · CRS EPSG:32642

7current scenarios

7renderable

0running again

0retired · not in master

report: current — V2 delivery, DBA/EAP/PCI bytes match CURRENT_DELIVERY_INDEX d9277f54 (UNCHANGED_CURRENT60_PREDECESSOR_HASH_VERIFIED; format PASS) Verdict from the current delivery index (~/100_Dams_Deliverables/CURRENT_DELIVERY_INDEX.json), else the delivery roots (~/final_100_dam_delivery, ~/final_100_dam_codex_report_delivery); the report thread has filed no note for this dam (REPORT_STATUS.json).

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)	GJ04MH0549
District	Jamnagar
Taluka	Jamjodhpur
River	Fulzar
Projected CRS	EPSG:32642 / UTM Zone 42N (WGS 84)
Dam type	Rolled, Filled, homogeous type
FRL (m)	95.85
HFL (m)	98.12
Top of dam (m)	101.3
Spillway crest (m)	89.75
Design spillway capacity (m³/s)	192670.0
Gross storage (Mm³)	14.502
Catchment (km²)	275.21
Bed level, adopted (m)	83.2
Head, documented (m)	18.1
Head in DEM before correction (m)	18.69
Head after DEM correction (m)	18.1
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 The master never holds a superseded or defective artefact — replacements overwrite on acceptance and the retired copy is removed in the same action (verified by audit_master_store.py).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	0.17	8	2,921.62	3,695.02	2,468.59	45.23	`../Fulzar KB/S_EG_00__S02-FW-PIP/`	`4efffe226acae505`	2026-09-18T00:22
`S_EG_00_REF`	`S01-FW-REF`	retained	clean	0.00	8	—	—	—	—	`../Fulzar KB/S_EG_00_REF__S01-FW-REF/`	`f9bbbc47dda29fc7`	2026-09-17T23:59
`S_EG_01`	`S03-DF-REF`	retained	clean	0.01	8	—	—	—	—	`../Fulzar KB/S_EG_01__S03-DF-REF/`	`5926cf17fd4c7c91`	2026-09-28T10:03
`S_EG_02`	`S04-DF-OT`	retained	clean	0.04	8	7,746.64	12,574.69	2,468.59	95.44	`../Fulzar KB/S_EG_02__S04-DF-OT/`	`ac84a3b5aaf61900`	2026-09-28T13:44
`S_EG_05_SBL`	`S08-SO-L`	retained	clean	0.02	8	5,069.64	—	2,287.17	43.89	`../Fulzar KB/S_EG_05_SBL__S08-SO-L/`	`5e6deb0956ae408b`	2026-09-28T10:06
`S_EG_05_SBR`	`S09-SO-H`	retained	clean	0.02	8	5,072.95	—	2,379.83	43.89	`../Fulzar KB/S_EG_05_SBR__S09-SO-H/`	`d00dceb9a161e5a3`	2026-09-28T10:08
`S_EG_06`	`S06-DF-OPS`	retained	clean	0.02	8	—	—	—	—	`../Fulzar KB/S_EG_06__S06-DF-OPS/`	`d6e84d51de077f6e`	2026-09-28T10:09

Assets

terrain plate (Fig 3.1): _maps/Fulzar KB__dem.png
land-cover plate (Fig 3.2): _maps/Fulzar KB__lulc.png
storage curve: _storage_curves/Fulzar KB__storage_elevation.csv
inflow flood hydrograph: _infofiles/Fulzar KB__inflow_flood_hydrograph.csv
inflow baseflow hydrograph: _infofiles/Fulzar KB__inflow_baseflow_hydrograph.csv
breach location (supplier): _infofiles/Fulzar KB__breach_location.png
mesh: _infofiles/Fulzar KB__mesh.png
infofile: _infofiles/Fulzar KB__infofile.csv
DEM correction: _infofiles/Fulzar KB__dem_correction.csv
hydrographs — H1 is TOTAL at dam; BREACH_OUTFLOW.csv is the series the CWC relations compare against: _hydrographs/Fulzar KB
PAR / exposure: _par/Fulzar KB
EAP figures (exposure curve + warning scatter, log y): _figures/Fulzar KB
atlases: Fulzar KB__S_EG_00_REF__S01-FW-REF, Fulzar KB__S_EG_00__S02-FW-PIP, Fulzar KB__S_EG_01__S03-DF-REF, Fulzar KB__S_EG_02__S04-DF-OT, Fulzar KB__S_EG_05_SBL__S08-SO-L, Fulzar KB__S_EG_05_SBR__S09-SO-H, Fulzar KB__S_EG_06__S06-DF-OPS