Und III

all dams · full registry · dam table · generated 2026-10-15 23:03 · PIC GJ04LH0702 · CRS EPSG:32642

6current scenarios

6renderable

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)	GJ04LH0702
District	Jamnagar
Taluka	Kalavad
River	Manvar trybutary of Und
Projected CRS	EPSG:32642 / UTM Zone 42N (WGS 84)
Dam type	Rolled Filled zone E-Dam with Ogee shaped Spillway
FRL (m)	110.6
HFL (m)	113.1
Top of dam (m)	115.1
Spillway crest (m)	110.6
Design spillway capacity (m³/s)	1047.71
Gross storage (Mm³)	4.6879
Catchment (km²)	55.42
Bed level, adopted (m)	99.62
Head, documented (m)	15.48
Head in DEM before correction (m)	11.352
Head after DEM correction (m)	15.48
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 The master never holds a superseded or defective artefact — replacements overwrite on acceptance and the retired copy is removed in the same action (verified by audit_master_store.py).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	8	975.82	1,077.60	1,258.65	30.94	`../Und III/S_EG_00__S02-FW-PIP/`	`7aac460a7338a82c`	2026-09-27T01:23
`S_EG_00_REF`	`S01-FW-REF`	retained	clean	0.00	8	—	—	—	—	`../Und III/S_EG_00_REF__S01-FW-REF/`	`5382e6997b485ba5`	2026-09-27T08:54
`S_EG_01`	`S03-DF-REF`	retained	clean	0.01	8	—	—	—	—	`../Und III/S_EG_01__S03-DF-REF/`	`7b75879eb9ede9d5`	2026-09-27T09:07
`S_EG_03`	`S05-DF-PIP`	retained	clean	0.08	8	1,977.07	2,450.58	1,252.59	45.23	`../Und III/S_EG_03__S05-DF-PIP/`	`140c5dc88caef6bc`	2026-10-02T18:58
`S_EG_05_SBL`	`S08-SO-L`	retained	clean	0.10	8	2,695.91	—	1,361.00	60.00	`../Und III/S_EG_05_SBL__S08-SO-L/`	`dd9597bb37716ddd`	2026-09-27T09:09
`S_EG_05_SBR`	`S09-SO-H`	retained	clean	0.09	8	2,705.21	—	1,424.00	60.00	`../Und III/S_EG_05_SBR__S09-SO-H/`	`f7166b2b5af14101`	2026-09-27T09:10

Assets

terrain plate (Fig 3.1): _maps/Und III__dem.png
land-cover plate (Fig 3.2): _maps/Und III__lulc.png
storage curve: _storage_curves/Und III__storage_elevation.csv
inflow flood hydrograph: _infofiles/Und III__inflow_flood_hydrograph.csv
inflow baseflow hydrograph: _infofiles/Und III__inflow_baseflow_hydrograph.csv
breach location (supplier): _infofiles/Und III__breach_location.png
mesh: _infofiles/Und III__mesh.png
infofile: _infofiles/Und III__infofile.csv
DEM correction: _infofiles/Und III__dem_correction.csv
hydrographs — H1 is TOTAL at dam; BREACH_OUTFLOW.csv is the series the CWC relations compare against: _hydrographs/Und III
PAR / exposure: _par/Und III
EAP figures (exposure curve + warning scatter, log y): _figures/Und III
atlases: Und III__S_EG_00_REF__S01-FW-REF, Und III__S_EG_00__S02-FW-PIP, Und III__S_EG_01__S03-DF-REF, Und III__S_EG_03__S05-DF-PIP, Und III__S_EG_05_SBL__S08-SO-L, Und III__S_EG_05_SBR__S09-SO-H