Lakhanka
all dams · full registry · dam table
· generated 2026-10-15 23:03 · PIC GJ208MH0769
· CRS EPSG:32643
7current scenarios
7renderable
0running again
1retired · not in master
report: current — V2.1 delivery, DBA/EAP/PCI bytes match CURRENT_DELIVERY_INDEX d9277f54 (ACTUAL_ROOT_DELIVERY_READBACK; 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) | GJ208MH0769 |
| District | Bhavnagar |
| Taluka | Ghogha |
| River | MALESHRI |
| Projected CRS | EPSG:32643 / UTM Zone 43N (WGS 84) |
| Dam type | Composite earthen and masonry dam (earthen embankment flanks either side of a gated masonry spillway) |
| FRL (m) | 44.22 |
| HFL (m) | 44.98 |
| Top of dam (m) | 47.48 |
| Spillway crest (m) | 38.22 |
| Design spillway capacity (m³/s) | 1182.0 |
| Gross storage (Mm³) | 3.742 |
| Catchment (km²) | 49.935 |
| Bed level, adopted (m) | 35.5 |
| Head, documented (m) | 11.98 |
| Head in DEM before correction (m) | 9.28 |
| Head after DEM correction (m) | 11.98 |
| Mesh | 60*60 m |
| Solver | Shallow Water Equations - Eulerian Method (SWE-EM) solver |
Assets pending — not ready to print: inflow flood, inflow baseflow
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superseded or defective artefact — replacements overwrite on acceptance and the retired copy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
Assets
Retired — not in the master
These artefacts are identified by sha so a stale copy elsewhere can be recognised; they do not exist in the master.
