Dantiwada

all dams · full registry · dam table · generated 2026-10-15 23:03 · PIC GJ04HH0161 · CRS EPSG:32643

8current scenarios

8renderable

0running again

0retired · not in master

Report thread · updated 2026-09-02T13:31:33.410909+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

PIC GJ04HH0161: Codex-validated DBA, EAP and PCI set completed after the latest accepted runs; the governed REPORTS_MANIFEST.json records all three build keys, source hashes and page counts.

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)	GJ04HH0161
District	Banas Kantha
Taluka	Dahenra
River	Banas
Projected CRS	EPSG:32643 / UTM Zone 43N (WGS 84)
Dam type	Composite (Earthen+Masonry)
FRL (m)	184.15
HFL (m)	185.64
Top of dam (m)	187.2
Spillway crest (m)	175.91
Gross storage (Mm³)	397.119
Catchment (km²)	2861.84
Bed level, adopted (m)	155.0
Head, documented (m)	32.2
Head in DEM before correction (m)	39.15
Head after DEM correction (m)	32.2
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 The master never holds a superseded or defective artefact — replacements overwrite on acceptance and the retired copy is removed in the same action (verified by audit_master_store.py).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
`S01_FW_REF`	`S01-FW-REF`	retained	clean	0.00	8	—	—	—	—	`../Dantiwada/S01_FW_REF__S01-FW-REF/`	`c83c02b238843ea1`	2026-09-02T02:39
`S02_FW_PIP`	`S02-FW-PIP`	retained	clean	0.08	8	29,258.89	37,760.09	3,410.00	150.01	`../Dantiwada/S02_FW_PIP__S02-FW-PIP/`	`f58986263f52182f`	2026-09-02T02:45
`S03_DF_REF`	`S03-DF-REF`	retained	clean	0.01	8	—	—	—	—	`../Dantiwada/S03_DF_REF__S03-DF-REF/`	`8cfd5c5e92b60d5b`	2026-09-02T02:52
`S04_DF_OT`	`S04-DF-OT`	retained	clean	0.03	8	51,641.61	65,086.63	3,410.00	245.51	`../Dantiwada/S04_DF_OT__S04-DF-OT/`	`ec5abc6cf76e3ba7`	2026-10-06T02:17
`S06_DF_OPS`	`S06-DF-OPS`	retained	clean	0.01	8	—	—	—	—	`../Dantiwada/S06_DF_OPS__S06-DF-OPS/`	`da98303577f3e882`	2026-09-02T02:58
`S08_SO_L`	`S08-SO-L`	retained	clean	0.01	8	13,975.24	—	3,588.32	58.25	`../Dantiwada/S08_SO_L__S08-SO-L/`	`b54a88be2893855e`	2026-09-02T03:04
`S08b_SO_L`	`S14-SO-B`	retained	clean	0.00	8	3,579.97	—	5,083.60	85.25	`../Dantiwada/S08b_SO_L__S14-SO-B/`	`d4db4d91d15bfcd7`	2026-09-02T03:17
`S09_SO_H`	`S09-SO-H`	retained	clean	0.01	8	13,975.25	—	3,695.07	58.25	`../Dantiwada/S09_SO_H__S09-SO-H/`	`eda4038b2150d8b3`	2026-09-02T03:10

Assets

terrain plate (Fig 3.1): _maps/Dantiwada__dem.png
land-cover plate (Fig 3.2): _maps/Dantiwada__lulc.png
storage curve: _storage_curves/Dantiwada__storage_elevation.csv
inflow flood hydrograph: _infofiles/Dantiwada__inflow_flood_hydrograph.csv
inflow baseflow hydrograph: _infofiles/Dantiwada__inflow_baseflow_hydrograph.csv
breach location (supplier): _infofiles/Dantiwada__breach_location.png
mesh: _infofiles/Dantiwada__mesh.png
infofile: _infofiles/Dantiwada__infofile.csv
DEM correction: _infofiles/Dantiwada__dem_correction.csv
hydrographs — H1 is TOTAL at dam; BREACH_OUTFLOW.csv is the series the CWC relations compare against: _hydrographs/Dantiwada
PAR / exposure: _par/Dantiwada
EAP figures (exposure curve + warning scatter, log y): _figures/Dantiwada
atlases: Dantiwada__S01_FW_REF__S01-FW-REF, Dantiwada__S02_FW_PIP__S02-FW-PIP, Dantiwada__S03_DF_REF__S03-DF-REF, Dantiwada__S04_DF_OT__S04-DF-OT, Dantiwada__S06_DF_OPS__S06-DF-OPS, Dantiwada__S08_SO_L__S08-SO-L, Dantiwada__S08b_SO_L__S14-SO-B, Dantiwada__S09_SO_H__S09-SO-H