Bantwa Kharo
all dams · full registry · dam table
· generated 2026-10-15 23:03 · PIC GJ510MH0844
· CRS EPSG:32642
7current scenarios
7renderable
0running again
1retired · 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) | GJ510MH0844 |
| District | Junagadh |
| Taluka | Manavadar |
| River | Kharo |
| Projected CRS | EPSG:32642 / UTM Zone 42N (WGS 84) |
| Dam type | Rolled filled zone type |
| FRL (m) | 16.25 |
| HFL (m) | 16.25 |
| Top of dam (m) | 19.7 |
| Spillway crest (m) | 13.2 |
| Design spillway capacity (m³/s) | 62300.0 |
| Gross storage (Mm³) | 8.4 |
| Catchment (km²) | 94.05 |
| Bed level, adopted (m) | 11.1 |
| Head, documented (m) | 8.6 |
| Head in DEM before correction (m) | 4.51 |
| Head after DEM correction (m) | 8.6 |
| 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superseded or defective artefact — replacements overwrite on acceptance and the retired copy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
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.
