Varanshi
all dams · full registry · dam table
· generated 2026-10-15 23:03 · PIC GJ208LH0813
· CRS EPSG:32643
7current scenarios
7renderable
0running again
1retired · not in master
Report thread · updated 2026-08-17T08:14:23+00:00
report: current — V2 delivery, DBA/EAP/PCI bytes match CURRENT_DELIVERY_INDEX d9277f54 (UNCHANGED_CURRENT60_PREDECESSOR_HASH_VERIFIED; format PASS)DBA: deliveredEAP: deliveredPCI: deliveredRebuilt and audited clean. Its final two simulations landed and its evacuation routes cover every exposed village in the governing scenario (44 of 44).
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) | GJ208LH0813 |
| District | Kheda |
| Taluka | Kapadwanj |
| River | Varanshi |
| Projected CRS | EPSG:32643 / UTM Zone 43N (WGS 84) |
| Dam type | Rolled Fill Zone Type |
| FRL (m) | 81.0 |
| HFL (m) | 81.2 |
| Top of dam (m) | 82.7 |
| Spillway crest (m) | 76.43 |
| Design spillway capacity (m³/s) | 1503.0 |
| Gross storage (Mm³) | 3.184 |
| Catchment (km²) | 233.1 |
| Bed level, adopted (m) | 69.0 |
| Head, documented (m) | 13.7 |
| Head in DEM before correction (m) | 13.7 |
| Head after DEM correction (m) | 13.7 |
| 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superseded or defective artefact — replacements overwrite on acceptance and the retired copy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
Assets
Defect ledger
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.
