Authoritative. Every value is read from the accepted artefact in the primary store
~/final_100_dam_hdfs or recomputed from that dam's own storage curve.
Generated 2026-08-16 10:27.
23 dams · 47 earthen + 41 structural + non-failure scenarios currently quotable. Breach-parameter re-runs of 15–16 Aug: all accepted. Roughness defect of 16 Aug: 10 fixed · 26 replacements running — see the defect ledger before quoting any dam listed there. Retired artefacts: 5 superseded (listed at bottom); none present in the store.
What this is. The single authoritative record of every accepted dam-break scenario in the programme: its breach parameters, how they were derived, the volume errors, the modelled and theoretical peak discharges, and the exact file to read results from. It is generated from the accepted artefacts themselves, never typed by hand.
Where the files are. ~/final_100_dam_hdfs — the primary store. Internal,
non-removable, and the only location a report should read from. Every path in the tables below is
relative to it. /Volumes/100dams, GSDSO and GSDSO2 hold
mirrors written from it; they are removable and an unmounted volume reads exactly like an
empty one. Do not read from them.
Each scenario is a complete package.
<Dam>/<run_id>__<canonical>/ is a self-contained, openable
HEC-RAS project — plan, geometry, flow, terrain, LULC, features. Copy that one folder; nothing
needs assembling.
Staleness has been removed, and stays removed. Superseded runs are excluded by
construction — the register retires them and they are never written to the store. Every sync
prunes any file, shared file or empty directory that does not back a current register row. A
scenario being rerun shows pending in every result column rather than its retired values.
Both are enforced in code and verified by
audit_master_store.py --deep, which hashes all 175 results against the
register.
This is the single point of information. Do not look elsewhere. Not the build trees
under *_prep/, not accepted_packages/, not the drives, not an older
copy of a spreadsheet. If a value you need is not here, it has not been accepted yet.
Assets. Received intake material is in _infofiles/ — infofiles,
DEM-correction tables, supplied storage and breach-parameter sheets, breach-location and mesh
images, and MASTERFILE.csv consolidating all of it. Storage curves are in
_storage_curves/, model curve adopted. Inflow hydrographs — the forcing the
runs were driven with — are in _infofiles/ as
<Dam>__inflow_flood_hydrograph.csv and
<Dam>__inflow_baseflow_hydrograph.csv, with peaks consolidated in
INFLOW_HYDROGRAPHS.csv. All 26 dams have both. If an asset you need is missing, ask for
it to be generated — do not substitute, improvise, or take one from a build tree. Known gaps:
mesh.png is absent for Kalubhar, Utavali-G, Vadi and Vadiya.
Why this exists. Parameter errors were found in accepted runs — breach side slopes left vertical on earthen sections, widths rescaled with the wrong exponents, and scenarios carrying another scenario's formation time. Fifteen scenarios were rerun to correct them. This registry was built so that cannot recur unnoticed: every value is regenerated from the accepted artefact and checked against the relation it claims to follow.
The division of responsibility. This registry is authoritative for the model evidence. The report thread is authoritative for interpretation and presentation. Neither should source the other's material from a third place.
| Here — authoritative, do not re-derive | Yours — this registry says nothing about them |
|---|---|
| Breach parameters and their derivation | Salient features table |
| Inflow hydrographs — flood and baseflow, per dam | Hydrograph plots and figures you produce |
| Volume errors, total and 2D | Report structure, captions, narrative |
| Modelled and theoretical peak discharges | Flood maps — depth, velocity, WSE, arrival, hazard |
| Scenario state: inflow, initial level, MSA | LULC and DEM maps (deposit the finals in _maps/) |
| Formulae, citations and declared conventions | PAR and population exposure |
| Accepted HDF path and sha256 | Evacuation routes and the EAP basis |
| Received intake assets and storage curves |
If a number you need sits in the left column, take it from here — do not recompute it from a build tree, and do not carry an older copy forward. If it sits in the right column, it is yours and this registry deliberately stays silent. If it sits in neither, ask.
Deposit your final maps here. _maps/ takes the LULC and DEM maps you
generate — <Dam>__lulc.png and <Dam>__dem.png, one per
dam. Same rule as everything else in this store: overwrite in place when regenerated,
never _v2, _final or a date stamp. A second copy beside the first is how
the wrong one gets picked up. Names must match the dam names used here exactly; the sync reports
any file that does not. If a map does not exist yet, leave the slot empty and ask — do not take
one from a build tree or another release.
Citations must be exact — this is where reports most easily go wrong. The earthen
relations are CWC/CDSO 2018 §4.4.1, reproducing Froehlich (2017a).
Do not cite Froehlich (2008): that is a different family
(0.27 K₀Vw0.32Hb0.04,
tf = 63.2√·) which this programme does not use, and the shared
DBA methodology chapter currently cites it in error. The masonry relation is §4.4.2 and has
no primary source — CWC's own attribution is “Personal Communication to DRIP Project”, and
any report reproducing it must say so. The 15 m monolith is IS 6512:1984 cl. 7.1.2.
Note also that kM means two different factors: 1.0/1.5 in the width
relation, 1.00/1.85 in the peak relation. Carrying one into the other is a category error.
Units. Report all volumes in Mm³ (million cubic metres) — that is how they are
given here. Gross storage is stated in the received infofiles in inconsistent units (Mcft, M.Cum,
and bare numbers); MASTERFILE.csv carries both
gross_storage_Mm3_normalised and gross_storage_unit_as_stated, and the
normalised column is the one to quote. Discharges are m³/s, elevations and lengths metres,
formation time hours.
State conventions, not received data, as such. k = 4 failed bays
is a programme convention — CWC fixes the unit that fails, never how many.
Wavg is a trapezoidal section at 3.0:1 u/s and 2.5:1 d/s, worth about
±8 %. The breach invert rule — curve floor in-channel, local foundation on a flank — is ours;
CWC defines Vw as volume above the final breach bottom but does not say
where that bottom lies.
| Dam | PIC | CRS | Type | FRL m | TOD m | crest W m | spillway m | gross storage Mm³ | earthen dam length m | earthen | struct | reran |
|---|---|---|---|---|---|---|---|---|---|---|---|---|
| Bagad | GJ208MH0743 | EPSG:32642 UTM zone 42N | Earthen dam Roller filled | 60.41 | 66.78 | 6.00 | 242.46 | 11.18 | 2,104.00 | 2 | 1 | — |
| Bela | GJ208MH0822 | EPSG:32642 UTM zone 42N | Earthen, Zoned Type with M | 59.44 | 62.80 | 3.05 | 112.80 | 0.85 | 1,018.30 | 2 | 2 | 1 |
| Bhimdad | GJ208SH0749 | EPSG:32642 UTM zone 42N | Non overflow type earthen | 104.85 | 109.14 | 3.66 | 109.75 | 10.66 | 716.00 | 4 | 2 | — |
| Dhatarwadi-II | GJ208MH0759 | EPSG:32642 UTM zone 42N | Earthen dam with gated oge | 34.41 | 38.50 | 5.00 | 794.40 | 11.26 | 160.00 | 2 | 2 | — |
| Ghelo-I | GJ208MH0750 | EPSG:32642 UTM zone 42N | Composite | 166.72 | 170.38 | 4.88 | 213.36 | 10.75 | 717.94 | 2 | 2 | — |
| Hamirpara | GJ208MH0841 | EPSG:32643 UTM zone 43N | Earthen | 87.80 | 90.30 | 6.00 | 32.30 | 2.02 | 2,205.00 | 2 | 1 | — |
| Hanol | GJ208HH0744 | EPSG:32642 UTM zone 42N | Zoned earth fill | 90.10 | 93.10 | 5.00 | — | 5.60 | 4,861.80 | 2 | 2 | — |
| Harnav-2 | GJ208MH0804 | EPSG:32643 UTM zone 43N | Rockfill type compostie da | 332.00 | 336.85 | 7.00 | 43.00 | 21.67 | 284.50 | 2 | 1 | — |
| Jaspara-Mandava | GJ208MH0768 | EPSG:32643 UTM zone 43N | Earthen | 40.25 | 43.75 | 6.00 | 142.00 | 3.71 | 1,227.00 | 2 | 2 | 1 |
| Kalubhar | GJ04MH0109 | EPSG:32642 UTM zone 42N | Earthen | 60.36 | 66.40 | 6.00 | 182.92 | 18.82 | 4,970.00 | 2 | 2 | — |
| Kaniyad | GJ208MH0752 | EPSG:32642 UTM zone 42N | Earthen Rolled Filled Zone | 102.25 | 104.75 | 5.00 | 78.69 | 2.93 | 4,560.00 | 2 | 2 | 2 |
| Khambhada | GJ208MH0753 | EPSG:32642 UTM zone 42N | Earthen (Rolled Filled Typ | 50.35 | 51.50 | 5.00 | 140.81 | 4.41 | 3,960.00 | 2 | 2 | 1 |
| Kharo | GJ208MH0770 | EPSG:32642 UTM zone 42N | Earthen & Masonry | 54.12 | 57.75 | 6.00 | 163.00 | 12.24 | 1,925.00 | 2 | 2 | 1 |
| Mukteshwar | GJ04HH0583 | EPSG:32643 UTM zone 43N | Earthen & Masonary | 201.65 | 205.60 | 5.64 | 103.94 | 40.00 | 460.00 | 2 | 2 | 2 |
| Munjiyasar | GJ208MH0761 | EPSG:32642 UTM zone 42N | Earthen | 62.95 | 66.60 | 4.89 | 365.74 | 520.33 | 4,236.00 | 1 | 0 | 1 |
| Raidy | GJ208MH0762 | EPSG:32642 UTM zone 42N | Rolled filled type | 50.85 | 54.35 | 6.00 | 102.35 | 6.93 | 1,540.00 | 2 | 2 | — |
| Ranghola | GJ208MH0747 | EPSG:32642 UTM zone 42N | EARTHEN | 62.50 | 64.94 | 6.10 | 548.28 | 36.81 | 3,277.44 | 2 | 2 | 1 |
| Surajwadi | GJ208MH0764 | EPSG:32642 UTM zone 42N | Earthen | 50.29 | 54.26 | 3.96 | 320.00 | 9.79 | 1,003.00 | 2 | 2 | — |
| Thebi | GJ208MH0765 | EPSG:32642 UTM zone 42N | Rolled filled type zonal E | 126.00 | 129.30 | 5.00 | 136.58 | — | 4,860.00 | 2 | 2 | — |
| Utavali-G | GJ208MH0757 | EPSG:32642 UTM zone 42N | Composite | 49.30 | 51.50 | 6.00 | 304.19 | 9.01 | 4,975.81 | 2 | 2 | — |
| Vadi | GJ208MH0766 | EPSG:32642 UTM zone 42N | Composite | 134.00 | 136.95 | 6.00 | 90.23 | 10.38 | 6,990.00 | 2 | 2 | — |
| Vadiya | GJ208MH0767 | EPSG:32642 UTM zone 42N | Rolled filled Zonal type e | 130.25 | 133.75 | 6.00 | 55.50 | 5.37 | 2,660.00 | 2 | 2 | — |
| Vaidy | GJ208MH0807 | EPSG:32643 UTM zone 43N | Earthen Dam ( Rolled Fille | 199.20 | 204.10 | 6.00 | 122.00 | 9.29 | 1,008.00 | 2 | 2 | 1 |
| Dam | Run id | Canonical | Mode | Scenario state | Breach parameters — CWC §4.4.1 | Volume error % | Peak discharge m³/s | Status | HDF in primary | |||||||||||||||||
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| inflow | initial m | MSA m | connection | station | span along conn. | invert | H_b | H_w | V_w Mm³ | W_b | t_f h | m | W_avg | L_a † | total | 2D | modelled | Q_emp | Q_semi | Q_max | ||||||
| Bagad | S_EG_00 | S02-FW-PIP | piping | fair weather (baseflow) | 60.41 | 59.98 | Perimeter 1 To S | 1,081.97 | 1,061.09 – 1,102.85 of 2,206 | 51.55 | 15.23 | 8.86 | 10.84 | 41.77 | 1.15 | 0.60 | 47.88 | 2,206.26 | 0.2096 | 0.0280 | 1,461.22 | 1,325.64 | 1,594.06 | 3,235.84 | retained | Bagad/S_EG_00__S02-FW-PIP/bagad_project.p01.hdf |
| Bagad | S_EG_03 | S05-DF-PIP | piping | design flood (IDF) | 60.41 | 63.53 | Perimeter 1 To S | 1,081.97 | 1,052.04 – 1,111.90 of 2,206 | 51.55 | 15.23 | 11.73 | 27.01 | 59.87 | 1.82 | 0.60 | 47.88 | 2,206.26 | 0.0467 | 0.0102 | 3,443.83 | 2,407.32 | 3,585.25 | 6,442.72 | retained | Bagad/S_EG_03__S05-DF-PIP/bagad_project.p01.hdf |
| Bela | S_EG_00 | S02-FW-PIP | piping | fair weather (baseflow) | 59.44 | 59.38 | SA2D Conn 1 | 650.00 | 642.00 – 658.00 of 1,230 | 53.10 | 9.70 | 6.34 | 0.85 | 15.99 | 0.51 | 0.60 | 29.72 | 1,229.79 | 2.8325 | 0.0220 | 350.10 | 240.32 | 363.27 | 872.14 | retained | Bela/S_EG_00__S02-FW-PIP/Bela.p01.hdf |
| Bela | S_EG_03 | S05-DF-PIP | piping | design flood (IDF) | 59.44 | 60.48 | SA2D Conn 1 | 650.00 | 640.54 – 659.46 of 1,230 | 53.10 | 9.70 | 7.35 | 1.25 | 18.93 | 0.61 | 0.60 | 29.72 | 1,229.79 | 1.0706 | 0.2260 | 477.31 | 312.63 | 548.65 | 1,239.49 | reran · accepted | Bela/S_EG_03__S05-DF-PIP/Bela.p01.hdf |
| Bhimdad | S_E_00 | S02-FW-PIP | piping | fair weather (baseflow) | 104.85 | 104.67 | Perimeter 1 To S | 2,000.00 | 1,980.26 – 2,019.74 of 2,149 | 90.60 | 18.54 | 14.25 | 10.66 | 39.49 | 0.94 | 0.60 | 54.65 | 2,149.09 | 0.4002 | 0.1111 | 2,857.65 | 1,946.52 | 3,076.85 | 6,606.53 | retained | Bhimdad/S_E_00__S02-FW-PIP/bhimdad_project.p01.hdf |
| Bhimdad | S_E_02 | S04-DF-OT | overtop | design flood (IDF) | 104.85 | 109.20 | Perimeter 1 To S | 2,000.00 | 1,955.57 – 2,044.43 of 2,149 | 90.60 | 18.54 | 18.54 | 30.17 | 88.86 | 1.58 | 1.00 | 54.65 | 2,149.09 | 0.1960 | 0.1268 | 8,155.70 | 6,910.94 | 9,551.66 | 17,774.94 | retained | Bhimdad/S_E_02__S04-DF-OT/bhimdad_project.p01.hdf |
| Bhimdad | S_E_04 | S05-DF-PIP | piping | design flood (IDF) | 104.85 | 104.67 | Perimeter 1 To S | 2,000.00 | 1,980.26 – 2,019.74 of 2,149 | 90.60 | 18.54 | 14.25 | 10.66 | 39.49 | 0.94 | 0.60 | 54.65 | 2,149.09 | 0.1311 | 0.1052 | 2,860.99 | 1,946.52 | 3,076.85 | 6,606.53 | retained | Bhimdad/S_E_04__S05-DF-PIP/bhimdad_project.p01.hdf |
| Bhimdad | S_E_06_SAD01 | S10-SAD-OT | overtop | saddle dam | 104.85 | 109.55 | Perimeter 1 To S | 603.57 | 560.60 – 646.54 of 2,149 | 105.36 | 3.78 | 3.78 | 17.59 | 85.94 | 5.90 | 1.00 | 14.06 | 2,149.09 | 0.0984 | 0.1078 | 458.19 | 833.64 | 1,165.64 | 1,476.52 | retained | Bhimdad/S_E_06_SAD01__S10-SAD-OT/bhimdad_project.p01.hdf |
| Dhatarwadi-II | S_EG_00 | S02-FW-PIP | piping | fair weather (baseflow) | 34.41 | 34.30 | Perimeter 1 To S | 1,061.50 | 1,039.40 – 1,083.60 of 3,508 | 26.25 | 12.25 | 8.16 | 11.26 | 44.20 | 1.46 | 0.60 | 38.69 | 3,507.69 | 0.1254 | 0.0102 | 266.66 | 1,128.89 | 1,831.48 | 3,392.82 | retained | Dhatarwadi-II/S_EG_00__S02-FW-PIP/dhatarwadi_project.p01.hdf |
| Dhatarwadi-II | S_EG_02 | S04-DF-OT | overtop | design flood (IDF) | 34.41 | 40.68 | Perimeter 1 To S | 1,061.50 | 1,014.97 – 1,108.03 of 3,508 | 26.25 | 12.25 | 12.25 | 28.44 | 93.05 | 2.32 | 1.00 | 38.69 | 3,507.69 | 0.0317 | 0.0039 | 3,073.45 | 4,066.76 | 6,612.16 | 10,922.05 | retained | Dhatarwadi-II/S_EG_02__S04-DF-OT/dhatarwadi_project.p01.hdf |
| Ghelo-I | S_EG_00 | S02-FW-PIP | piping | fair weather (baseflow) | 166.72 | 163.92 | Perimeter 1 To S | 94.89 | 75.29 – 114.49 of 744 | 151.10 | 19.28 | 15.62 | 10.75 | 39.20 | 0.91 | 0.60 | 57.90 | 743.72 | 0.3802 | 0.0660 | 3,153.22 | 2,078.25 | 2,574.71 | 5,672.55 | retained | Ghelo-I/S_EG_00__S02-FW-PIP/ghelo_project.p01.hdf |
| Ghelo-I | S_EG_03 | S05-DF-PIP | piping | design flood (IDF) | 166.72 | 168.54 | Perimeter 1 To S | 94.89 | 70.63 – 119.15 of 744 | 151.10 | 19.28 | 17.45 | 17.83 | 48.51 | 1.17 | 0.60 | 57.90 | 743.72 | 0.0895 | 0.0160 | 5,061.79 | 2,828.37 | 3,804.20 | 7,784.58 | retained | Ghelo-I/S_EG_03__S05-DF-PIP/ghelo_project.p01.hdf |
| Hamirpara | S02 | S02-FW-PIP | piping | fair weather (baseflow) | 87.80 | 87.72 | Perimeter 1 To S | 1,609.71 | 1,597.52 – 1,621.90 of 2,208 | 85.10 | 5.20 | 2.70 | 1.71 | 24.38 | 1.34 | 0.60 | 20.30 | 2,207.84 | 0.0830 | 0.0278 | 100.91 | 135.93 | 195.96 | 360.98 | retained | Hamirpara/S02__S02-FW-PIP/hamirpara_project.p02.hdf |
| Hamirpara | S04 | S04-DF-OT | overtop | design flood (IDF) | 87.80 | 90.31 | Perimeter 1 To S | 1,609.71 | 1,585.13 – 1,634.29 of 2,208 | 85.10 | 5.20 | 5.20 | 3.91 | 49.15 | 2.02 | 1.00 | 20.30 | 2,207.84 | 0.0339 | 0.0108 | 702.06 | 527.70 | 1,001.73 | 1,655.14 | retained | Hamirpara/S04__S04-DF-OT/hamirpara_project.p01.hdf |
| Hanol | S02 | S02-FW-PIP | piping | fair weather (baseflow) | 90.10 | 90.10 | Perimeter 2 To S | 1,556.07 | 1,538.00 – 1,574.14 of 4,880 | 86.13 | 6.92 | 3.97 | 5.38 | 36.14 | 1.78 | 0.60 | 24.03 | 4,879.89 | 0.1867 | 0.0321 | 69.67 | 363.17 | 630.55 ⚠ | 1,069.94 | retained | Hanol/S02__S02-FW-PIP/hanol_project.p01.hdf |
| Hanol | S04 | S04-DF-OT | overtop | design flood (IDF) | 90.10 | 93.14 | Perimeter 2 To S | 1,556.07 | 1,516.10 – 1,596.04 of 4,880 | 86.13 | 6.92 | 6.92 | 15.95 | 79.93 | 3.07 | 1.00 | 24.03 | 4,879.89 | 0.1707 | 0.0339 | 1,031.52 | 1,527.95 | 2,981.11 ⚠ | 4,460.83 | retained | Hanol/S04__S04-DF-OT/hanol_project.p01.hdf |
| Harnav-2 | S_EG_00 | S02-FW-PIP | piping | fair weather (baseflow) | 332.00 | 327.78 | Perimeter 1 To S | 177.96 | 154.61 – 201.31 of 293 | 309.50 | 27.35 | 22.50 | 20.66 | 46.70 | 0.88 | 0.60 | 82.21 | 293.06 | 1.1834 | 0.0165 | 2,728.29 | 4,299.61 | 3,736.08 | 8,754.02 | retained | Harnav-2/S_EG_00__S02-FW-PIP/harnav_2_project.p01.hdf |
| Harnav-2 | S_EG_02 | S04-DF-OT | overtop | design flood (IDF) | 332.00 | 337.21 | Perimeter 1 To S | 177.96 | 134.41 – 221.51 of 293 | 309.50 | 27.35 | 27.35 | 36.51 | 87.11 | 1.18 | 1.00 | 82.21 | 293.06 | 0.2064 | 0.0117 | 1,700.06 | 11,660.05 | 8,761.78 | 18,823.53 | retained | Harnav-2/S_EG_02__S04-DF-OT/harnav_2_project.p01.hdf |
| Jaspara-Mandava | S_EG_00 | S02-FW-PIP | piping | fair weather (baseflow) | 40.25 | 21.99 | Perimeter 1 To S | 850.41 | 837.17 – 863.65 of 1,251 | 21.35 | 22.40 | 18.90 | 5.23 | 26.49 | 0.54 | 0.60 | 67.60 | 1,250.86 | 0.0166 | 0.0159 | 17.60 | 1,747.14 | 2,660.10 | 7,113.54 | retained | Jaspara-Mandava/S_EG_00__S02-FW-PIP/jaspara_mandava_pro.p01.hdf |
| Jaspara-Mandava | S_EG_03 | S05-DF-PIP | piping | design flood (IDF) | 40.25 | 42.30 | Perimeter 1 To S | 850.41 | 831.75 – 869.07 of 1,251 | 21.35 | 22.40 | 21.07 | 10.75 | 37.32 | 0.78 | 0.60 | 67.60 | 1,250.86 | 0.0251 | 0.0134 | 1,955.10 | 2,644.42 | 4,407.48 | 10,443.44 | reran · accepted | Jaspara-Mandava/S_EG_03__S05-DF-PIP/jaspara_mandava_pro.p01.hdf |
| Kalubhar | S_EG_00 | S02-FW-PIP | piping | fair weather (baseflow) | 60.40 | 59.87 | Perimeter 1 To S | 3,822.74 | 3,798.73 – 3,846.75 of 4,919 | 45.00 | 21.40 | 15.36 | 18.53 | 48.02 | 1.07 | 0.60 | 64.85 | 4,919.26 | 0.3229 | 0.0557 | 1,929.91 | 2,874.84 | 4,951.55 ⚠ | 10,586.28 | retained | Kalubhar/S_EG_00__S02-FW-PIP/Kalubhar_109.p02.hdf |
| Kalubhar | S_EG_02 | S04-DF-OT | overtop | design flood (IDF) | 60.40 | 66.36 | Perimeter 1 To S | 3,822.74 | 3,760.34 – 3,885.13 of 4,919 | 45.00 | 21.40 | 21.40 | 76.08 | 124.79 | 2.17 | 1.00 | 64.85 | 4,919.26 | 1.4550 | 1.3508 | 10,975.73 | 12,720.23 | 19,734.53 ⚠ | 34,893.89 | retained | Kalubhar/S_EG_02__S04-DF-OT/Kalubhar_109.p02.hdf |
| Kaniyad | S_EG_00 | S02-FW-PIP | piping | fair weather (baseflow) | 102.25 | 102.18 | Perimeter 1 To S | 610.17 | 595.12 – 625.22 of 3,710 | 99.17 | 5.58 | 3.08 | 3.08 | 30.11 | 1.67 | 0.60 | 20.34 | 3,710.45 | 0.2185 | 0.1281 | 181.30 | 208.76 | 346.76 | 592.18 | reran · accepted | Kaniyad/S_EG_00__S02-FW-PIP/Kaniyad.p01.hdf |
| Kaniyad | S_EG_02 | S04-DF-OT | overtop | design flood (IDF) | 102.25 | 104.83 | Perimeter 1 To S | 610.17 | 573.44 – 646.90 of 3,710 | 99.17 | 5.58 | 5.58 | 12.03 | 73.47 | 3.31 | 1.00 | 20.34 | 3,710.45 | 0.1312 | 0.0549 | 1,140.77 | 1,027.66 | 1,920.85 | 2,800.56 | reran · accepted | Kaniyad/S_EG_02__S04-DF-OT/Kaniyad.p01.hdf |
| Khambhada | S_EG_00 | S02-FW-PIP | piping | fair weather (baseflow) | 50.35 | 50.33 | Perimeter 1 To S | 2,989.43 | 2,972.41 – 3,006.45 of 3,959 | 47.20 | 4.30 | 3.15 | 4.04 | 34.04 | 2.49 | 0.60 | 16.82 | 3,958.78 | 0.1642 | 0.0356 | 162.01 | 204.90 | 445.18 | 684.52 | reran · accepted | Khambhada/S_EG_00__S02-FW-PIP/khambhada_project.p01.hdf |
| Khambhada | S_EG_02 | S04-DF-OT | overtop | design flood (IDF) | 50.35 | 51.85 | Perimeter 1 To S | 2,989.43 | 2,956.44 – 3,022.42 of 3,959 | 47.20 | 4.30 | 4.30 | 8.45 | 65.98 | 3.60 | 1.00 | 16.82 | 3,958.78 | 1.5246 | 1.5054 | 949.88 | 640.88 | 1,252.35 | 1,776.00 | retained | Khambhada/S_EG_02__S04-DF-OT/khambhada_project.p01.hdf |
| Kharo | S_EG_00 | S02-FW-PIP | piping | fair weather (baseflow) | 54.12 | 53.73 | Perimeter 1 To S | 624.07 | 601.53 – 646.61 of 2,047 | 44.65 | 13.10 | 9.47 | 12.20 | 45.09 | 1.42 | 0.60 | 42.03 | 2,047.28 | 0.8553 | 0.0423 | 1,249.27 | 1,309.79 | 1,971.38 | 3,735.03 | retained | Kharo/S_EG_00__S02-FW-PIP/kharo_project_1.p01.hdf |
| Kharo | S_EG_02 | S04-DF-OT | overtop | design flood (IDF) | 54.12 | 57.87 | Perimeter 1 To S | 624.07 | 579.10 – 669.04 of 2,047 | 44.65 | 13.10 | 13.10 | 26.64 | 89.94 | 2.10 | 1.00 | 42.03 | 2,047.28 | 0.3546 | 0.2328 | 4,171.21 | 4,211.86 | 5,951.07 | 10,204.21 | reran · accepted | Kharo/S_EG_02__S04-DF-OT/kharo_project_1.p01.hdf |
| Mukteshwar | S_EG_00 | S02-FW-PIP | piping | fair weather (baseflow) | 201.65 | 201.27 | Perimeter 1 To S | 200.87 | 169.59 – 232.15 of 436 | 190.15 | 15.45 | 11.50 | 30.45 | 62.55 | 1.90 | 0.60 | 48.13 | 436.16 | 0.8118 | 0.7381 | 2,657.85 | 2,565.85 | 2,302.25 | 4,082.63 | reran · accepted | Mukteshwar/S_EG_00__S02-FW-PIP/Mukteswar.p01.hdf |
| Mukteshwar | S_EG_02 | S04-DF-OT | overtop | design flood (IDF) | 201.65 | 205.58 | Perimeter 1 To S | 200.87 | 144.07 – 257.67 of 436 | 189.50 | 16.10 | 16.10 | 53.13 | 113.60 | 2.41 | 1.00 | 49.91 | 436.16 | 4.2602 | 4.0692 | 7,137.88 | 7,630.15 | 6,340.43 | 10,648.66 | reran · accepted | Mukteshwar/S_EG_02__S04-DF-OT/Mukteswar.p01.hdf |
| Munjiyasar | S_EG_00 | S02-FW-PIP | piping | fair weather (baseflow) | 62.95 | 62.85 | Perimeter 1 To S | 2,571.91 | 2,544.96 – 2,598.86 of 4,459 | 55.65 | 10.95 | 7.30 | 18.17 | 53.90 | 2.07 | 0.60 | 35.00 | 4,459.31 | 0.0885 | 0.0209 | 1,366.09 | 1,257.07 | 2,084.11 ⚠ | 3,503.00 | reran · accepted | Munjiyasar/S_EG_00__S02-FW-PIP/munjiyasar_project.p01.hdf |
| Raidy | S02 | S02-FW-PIP | piping | fair weather (baseflow) | 50.85 | 50.85 | Perimeter 1 To S | 1,167.43 | 1,150.05 – 1,184.81 of 1,524 | 42.62 | 11.73 | 8.23 | 6.00 | 34.76 | 1.11 | 0.60 | 38.26 | 1,523.62 | 0.4767 | 0.0453 | 350.80 | 792.65 | 1,154.81 | 2,321.33 | retained | Raidy/S02__S02-FW-PIP/Raidy.p01.hdf |
| Raidy | S04 | S04-DF-OT | overtop | design flood (IDF) | 50.85 | 54.58 | Perimeter 1 To S | 1,167.43 | 1,133.37 – 1,201.49 of 1,524 | 42.62 | 11.73 | 11.73 | 12.39 | 68.11 | 1.60 | 1.00 | 38.26 | 1,523.62 | 0.0941 | 0.0101 | 3,205.36 | 2,516.19 | 3,620.82 | 6,597.32 | retained | Raidy/S04__S04-DF-OT/Raidy.p01.hdf |
| Ranghola | S_EG_00 | S02-FW-PIP | piping | fair weather (baseflow) | 62.50 | 62.38 | Perimeter 1 To S | 844.04 | 810.19 – 877.89 of 3,298 | 51.10 | 13.84 | 11.40 | 36.07 | 67.69 | 2.31 | 0.60 | 44.16 | 3,297.63 | 0.1477 | 0.0373 | 3,307.73 | 2,564.75 | 4,463.26 | 7,510.95 | retained | Ranghola/S_EG_00__S02-FW-PIP/ranghola_project.p01.hdf |
| Ranghola | S_EG_02 | S04-DF-OT | overtop | design flood (IDF) | 62.50 | 65.13 | Perimeter 1 To S | 844.04 | 781.96 – 906.12 of 3,298 | 51.10 | 13.84 | 13.84 | 63.99 | 124.15 | 3.08 | 1.00 | 44.16 | 3,297.63 | 0.0518 | 0.0213 | 7,471.55 | 6,962.91 | 9,974.06 | 15,713.06 | reran · accepted | Ranghola/S_EG_02__S04-DF-OT/ranghola_project.p01.hdf |
| Surajwadi | S_EG_00 | S02-FW-PIP | piping | fair weather (baseflow) | 50.29 | 49.74 | Perimeter 1 To S | 1,010.84 | 992.85 – 1,028.83 of 1,827 | 42.55 | 11.71 | 7.74 | 6.54 | 35.99 | 1.16 | 0.60 | 36.16 | 1,826.60 | 0.1598 | 0.0178 | 993.18 | 823.88 | 1,170.33 | 2,266.37 | retained | Surajwadi/S_EG_00__S02-FW-PIP/surajwadi_project.p01.hdf |
| Surajwadi | S_EG_03 | S05-DF-PIP | piping | design flood (IDF) | 50.29 | 52.13 | Perimeter 1 To S | 1,010.84 | 988.94 – 1,032.74 of 1,827 | 42.55 | 11.71 | 9.25 | 10.79 | 43.80 | 1.49 | 0.60 | 36.16 | 1,826.60 | 0.0654 | 0.0494 | 2,068.35 | 1,156.82 | 1,892.73 | 3,433.29 | retained | Surajwadi/S_EG_03__S05-DF-PIP/surajwadi_project.p01.hdf |
| Thebi | S_EG_00 | S02-FW-PIP | piping | fair weather (baseflow) | 126.00 | 125.72 | Perimeter 1 To S | 2,375.15 | 2,353.80 – 2,396.50 of 4,904 | 117.70 | 11.60 | 8.30 | 10.07 | 42.70 | 1.46 | 0.60 | 36.90 | 4,904.44 | 0.2419 | 0.0344 | 1,115.72 | 1,036.75 | 2,031.74 ⚠ | 3,748.31 | retained | Thebi/S_EG_00__S02-FW-PIP/Thebi_project.p01.hdf |
| Thebi | S_EG_02 | S04-DF-OT | overtop | design flood (IDF) | 126.00 | 129.46 | Perimeter 1 To S | 2,375.15 | 2,331.08 – 2,419.22 of 4,904 | 117.70 | 11.60 | 11.60 | 24.16 | 88.14 | 2.25 | 1.00 | 36.90 | 4,904.44 | 0.0543 | 0.0126 | 3,896.99 | 3,513.12 | 6,420.56 ⚠ | 10,631.16 | retained | Thebi/S_EG_02__S04-DF-OT/Thebi_project.p01.hdf |
| Utavali-G | S_EG_00 | S02-FW-PIP | piping | fair weather (baseflow) | 49.30 | 49.14 | Perimeter 1 To S | 2,692.94 | 2,674.16 – 2,711.72 of 4,987 | 42.95 | 8.55 | 6.35 | 6.40 | 37.56 | 1.57 | 0.60 | 29.51 | 4,987.31 | 0.1285 | 0.0397 | 729.53 | 573.42 | 1,273.90 ⚠ | 2,286.93 | retained | Utavali-G/S_EG_00__S02-FW-PIP/utavali_project.p01.hdf |
| Utavali-G | S_EG_02 | S04-DF-OT | overtop | design flood (IDF) | 49.30 | 51.65 | Perimeter 1 To S | 2,692.94 | 2,655.59 – 2,730.29 of 4,987 | 42.95 | 8.55 | 8.55 | 14.05 | 74.70 | 2.33 | 1.00 | 29.51 | 4,987.31 | 0.0442 | 0.0264 | 3,146.69 | 1,824.62 | 3,655.34 ⚠ | 5,950.86 | retained | Utavali-G/S_EG_02__S04-DF-OT/utavali_project.p01.hdf |
| Vadi | S_EG_00 | S02-FW-PIP | piping | fair weather (baseflow) | 134.00 | 133.59 | Perimeter 1 To S | 4,957.55 | 4,936.11 – 4,978.99 of 7,099 | 124.80 | 12.15 | 9.20 | 10.38 | 42.88 | 1.41 | 0.60 | 39.41 | 7,098.55 | 0.3002 | 0.0323 | 1,178.79 | 1,129.82 | 2,597.09 ⚠ | 4,900.83 | retained | Vadi/S_EG_00__S02-FW-PIP/vadi_project.p01.hdf |
| Vadi | S_EG_02 | S04-DF-OT | overtop | design flood (IDF) | 134.00 | 136.76 | Perimeter 1 To S | 4,957.55 | 4,916.08 – 4,999.02 of 7,099 | 124.80 | 12.15 | 12.15 | 20.94 | 82.94 | 2.00 | 1.00 | 39.41 | 7,098.55 | 0.1045 | 0.0223 | 2,909.44 | 3,411.82 | 7,064.79 ⚠ | 12,183.55 | retained | Vadi/S_EG_02__S04-DF-OT/vadi_project.p01.hdf |
| Vadiya | S_EG_00 | S02-FW-PIP | piping | fair weather (baseflow) | 130.25 | 128.90 | Perimeter 1 To S | 1,363.87 | 1,347.83 – 1,379.91 of 2,594 | 120.60 | 13.15 | 9.65 | 5.25 | 32.09 | 0.93 | 0.60 | 42.16 | 2,594.44 | 0.4880 | 0.0455 | 1,249.60 | 869.88 | 1,538.59 | 3,286.13 | retained | Vadiya/S_EG_00__S02-FW-PIP/vadiya.p01.hdf |
| Vadiya | S_EG_02 | S04-DF-OT | overtop | design flood (IDF) | 130.25 | 133.95 | Perimeter 1 To S | 1,363.87 | 1,330.53 – 1,397.21 of 2,594 | 120.60 | 13.15 | 13.15 | 12.39 | 66.69 | 1.42 | 1.00 | 42.16 | 2,594.44 | 0.1518 | 0.0117 | 3,341.92 | 2,885.63 | 4,785.08 | 9,055.59 | retained | Vadiya/S_EG_02__S04-DF-OT/vadiya.p01.hdf |
| Vaidy | S_EG_00 | S02-FW-PIP | piping | fair weather (baseflow) | 199.20 | 197.09 | Perimeter 1 To S | 919.98 | 900.65 – 939.31 of 1,279 | 187.00 | 17.10 | 12.20 | 9.63 | 38.67 | 0.96 | 0.60 | 53.02 | 1,279.46 | 0.2654 | 0.0276 | 2,008.24 | 1,586.68 | 2,035.47 | 4,391.08 | retained | Vaidy/S_EG_00__S02-FW-PIP/vaidy_project.p01.hdf |
| Vaidy | S_EG_03 | S05-DF-PIP | piping | design flood (IDF) | 199.20 | 202.02 | Perimeter 1 To S | 919.98 | 896.30 – 943.66 of 1,279 | 187.00 | 17.10 | 15.02 | 15.73 | 47.36 | 1.23 | 0.60 | 53.02 | 1,279.46 | 0.1024 | 0.0206 | 3,207.73 | 2,250.23 | 3,493.45 | 7,023.30 | reran · accepted | Vaidy/S_EG_03__S05-DF-PIP/vaidy_project.p01.hdf |
Rows under rerun show pending for every result-derived column —
errors, MSA and modelled peak. Their previous artefact is being superseded, so its values are
withheld rather than displayed. Breach parameters on those rows are the corrected values now
running. MSA is the maximum stage attained — the highest reservoir-side water
surface reached during the run, read from the connection's Stage HW. initial
is the reservoir level the model started from, taken from the unsteady-flow file. inflow
is the forcing encoded in the canonical code. modelled is measured from the run. Q_emp, Q_semi, Q_max
are CWC/CDSO 2018 estimates validated against the handbook's solved example. Q_semi is the
one comparable with the modelled value — Q_max assumes instantaneous formation and is an
upper bound by construction. Hover any HDF path for its sha256.
Where Q modelled is measured. Breach outflow —
Breaching Variables column 6 ("Breach Flow") on the breached SA/2D connection,
maximum over the run. It is not the total at the dam (Structure Variables
column 0), which also carries weir and spillway flow: the two differ by 43 % at
Jaspara-Mandava S_EG_03 (1,955.10 against 2,795.11 m³/s). Q_emp,
Q_semi and Q_max are breach-peak relations, so comparing them against a
total reads as a validation failure when nothing is wrong. Boundary outflow is not a substitute —
where the flood does not reach a downstream boundary inside the window it reports zero (Kaniyad
does exactly that).
| Dam | Run id | Canonical | inflow | initial m | MSA m | station | span along conn. | invert | width m | Basis | t_f h | Q modelled m³/s | err total % | err 2D % | Status | HDF in primary |
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| Bagad | S_EG_05_SBR | S09-SO-H | spillway opening | 60.41 | 61.03 | 1,861.80 | 1,831.80 – 1,891.80 | 51.55 | 60.00 | ungated · 4 × 15 m monolith | 0.30 | 2,525.22 | 0.0363 | 0.0067 | retained | Bagad/S_EG_05_SBR__S09-SO-H/bagad_project.p01.hdf |
| Bela | S_EG_05_SBL | S08-SO-L | spillway opening | 59.44 | 60.50 | 1,085.00 | 1,055.00 – 1,115.00 | 59.42 | 60.00 | ungated · 4 × 15 m monolith | 0.30 | 97.51 | 0.6093 | 0.6094 | retained | Bela/S_EG_05_SBL__S08-SO-L/Bela.p01.hdf |
| Bela | S_EG_05_SBR | S09-SO-H | spillway opening | 59.44 | 60.46 | 1,137.80 | 1,107.80 – 1,167.80 | 59.30 | 60.00 | ungated · 4 × 15 m monolith | 0.30 | 108.02 | 0.6274 | 0.6265 | retained | Bela/S_EG_05_SBR__S09-SO-H/Bela.p01.hdf |
| Bhimdad | S_E_05_SBL | S08-SO-L | spillway opening | 104.85 | 103.00 | 1,595.00 | 1,565.00 – 1,625.00 | 90.60 | 60.00 | ungated · 4 × 15 m monolith | 0.30 | 3,774.61 | 0.1512 | 0.1059 | retained | Bhimdad/S_E_05_SBL__S08-SO-L/bhimdad_project.p01.hdf |
| Bhimdad | S_E_05_SBR | S09-SO-H | spillway opening | 104.85 | 103.00 | 1,644.75 | 1,614.75 – 1,674.75 | 90.60 | 60.00 | ungated · 4 × 15 m monolith | 0.30 | 3,774.61 | 0.1429 | 0.1062 | retained | Bhimdad/S_E_05_SBR__S09-SO-H/bhimdad_project.p01.hdf |
| Dhatarwadi-II | S_EG_05_SBL | S08-SO-L | spillway opening | 34.41 | 40.46 | 198.43 | 158.85 – 238.01 | 26.25 | 79.16 | gated · k·bay + (k−1)·pier | 0.30 | 3,721.37 | 0.0092 | 0.0046 | retained | Dhatarwadi-II/S_EG_05_SBL__S08-SO-L/dhatarwadi_project.p01.hdf |
| Dhatarwadi-II | S_EG_05_SBR | S09-SO-H | spillway opening | 34.41 | 40.60 | 766.55 | 726.97 – 806.13 | 26.25 | 79.16 | gated · k·bay + (k−1)·pier | 0.30 | 2,721.83 | 0.0086 | 0.0047 | retained | Dhatarwadi-II/S_EG_05_SBR__S09-SO-H/dhatarwadi_project.p01.hdf |
| Ghelo-I | S_EG_05_SBL | S08-SO-L | spillway opening | 166.72 | 159.86 | 437.80 | 407.80 – 467.80 | 151.10 | 60.00 | ungated · 4 × 15 m monolith | 0.30 | 2,307.31 | 0.0591 | 0.0097 | retained | Ghelo-I/S_EG_05_SBL__S08-SO-L/ghelo_project.p01.hdf |
| Ghelo-I | S_EG_05_SBR | S09-SO-H | spillway opening | 166.72 | 159.96 | 591.16 | 561.16 – 621.16 | 151.10 | 60.00 | ungated · 4 × 15 m monolith | 0.30 | 2,302.85 | 0.0681 | 0.0097 | retained | Ghelo-I/S_EG_05_SBR__S09-SO-H/ghelo_project.p01.hdf |
| Hamirpara | S_EG_05_SBL | S08-SO-L | spillway opening | 87.80 | 86.55 | 1,065.59 | 1,049.42 – 1,081.75 | 80.11 | 32.33 | gated · k·bay + (k−1)·pier | 0.30 | 709.61 | 0.0664 | 0.0135 | retained | Hamirpara/S_EG_05_SBL__S08-SO-L/hamirpara_project.p01.hdf |
| Hanol | S_EG_05_SBL | S08-SO-L | spillway opening | 90.10 | 90.10 | 2,693.29 | 2,671.33 – 2,715.25 | 84.10 | 43.92 | gated · k·bay + (k−1)·pier | 0.30 | 921.70 | 0.0615 | 0.0218 | retained | Hanol/S_EG_05_SBL__S08-SO-L/hanol_project.p01.hdf |
| Hanol | S_EG_05_SBR | S09-SO-H | spillway opening | 90.10 | 90.51 | 2,797.59 | 2,775.63 – 2,819.55 | 84.83 | 43.92 | gated · k·bay + (k−1)·pier | 0.30 | 863.10 | 0.6198 | 0.5492 | retained | Hanol/S_EG_05_SBR__S09-SO-H/hanol_project.p01.hdf |
| Harnav-2 | S_EG_05_SBL | S08-SO-L | spillway opening | 332.00 | 326.50 | 146.20 | 124.70 – 167.70 | 309.50 | 43.00 | gated · k·bay + (k−1)·pier | 0.30 | 2,120.57 | 0.2472 | 0.0113 | retained | Harnav-2/S_EG_05_SBL__S08-SO-L/harnav_2_project.p01.hdf |
| Jaspara-Mandava | S_EG_05_SBL | S08-SO-L | spillway opening | 40.25 | 37.46 | 1,086.78 | 1,056.78 – 1,116.78 | 32.00 | 60.00 | ungated · 4 × 15 m monolith | 0.30 | 1,065.31 | 2.1015 | 1.8087 | retained | Jaspara-Mandava/S_EG_05_SBL__S08-SO-L/jaspara_mandava_pro.p01.hdf |
| Jaspara-Mandava | S_EG_05_SBR | S09-SO-H | spillway opening | 40.25 | 40.55 | 1,168.78 | 1,138.78 – 1,198.78 | 21.35 | 60.00 | ungated · 4 × 15 m monolith | 0.30 | 928.99 | 0.2596 | 0.2017 | retained | Jaspara-Mandava/S_EG_05_SBR__S09-SO-H/jaspara_mandava_pro.p01.hdf |
| Kalubhar | S_EG_05_SBL | S08-SO-L | spillway opening | 60.40 | 67.11 | 2,789.49 | 2,766.31 – 2,812.66 | 45.00 | 46.36 | gated · k·bay + (k−1)·pier | 0.30 | 7,054.64 | 0.0666 | 0.0378 | retained | Kalubhar/S_EG_05_SBL__S08-SO-L/Kalubhar_109.p02.hdf |
| Kalubhar | S_EG_05_SBR | S09-SO-H | spillway opening | 60.40 | 67.12 | 2,928.57 | 2,905.39 – 2,951.74 | 45.00 | 46.36 | gated · k·bay + (k−1)·pier | 0.30 | 7,001.44 | 0.0640 | 0.0408 | retained | Kalubhar/S_EG_05_SBR__S09-SO-H/Kalubhar_109.p02.hdf |
| Kaniyad | S_EG_05_SBL | S08-SO-L | spillway opening | 102.25 | 101.56 | 1,001.42 | 979.37 – 1,023.47 | 97.50 | 44.10 | gated · k·bay + (k−1)·pier | 0.30 | 534.58 | 0.0816 | 0.0327 | retained | Kaniyad/S_EG_05_SBL__S08-SO-L/Kaniyad.p01.hdf |
| Kaniyad | S_EG_05_SBR | S09-SO-H | spillway opening | 102.25 | 101.56 | 1,036.38 | 1,014.33 – 1,058.43 | 97.50 | 44.10 | gated · k·bay + (k−1)·pier | 0.30 | 534.58 | 0.0816 | 0.0327 | retained | Kaniyad/S_EG_05_SBR__S09-SO-H/Kaniyad.p01.hdf |
| Khambhada | S_EG_05_SBL | S08-SO-L | spillway opening | 50.35 | 49.79 | 1,943.58 | 1,903.80 – 1,983.36 | 43.70 | 79.55 | gated · k·bay + (k−1)·pier | 0.30 | 1,702.50 | 1.9539 | 1.8874 | retained | Khambhada/S_EG_05_SBL__S08-SO-L/khambhada_project.p01.hdf |
| Khambhada | S_EG_05_SBR | S09-SO-H | spillway opening | 50.35 | 49.92 | 2,006.92 | 1,967.14 – 2,046.70 | 43.70 | 79.55 | gated · k·bay + (k−1)·pier | 0.30 | 1,705.05 | 0.1000 | 0.0304 | retained | Khambhada/S_EG_05_SBR__S09-SO-H/khambhada_project.p01.hdf |
| Kharo | S_EG_05_SBL | S08-SO-L | spillway opening | 54.12 | 58.25 | 785.41 | 763.08 – 807.74 | 45.00 | 44.66 | gated · k·bay + (k−1)·pier | 0.30 | 3,139.90 | 0.0257 | 0.0092 | retained | Kharo/S_EG_05_SBL__S08-SO-L/kharo_project_1.p01.hdf |
| Kharo | S_EG_05_SBR | S09-SO-H | spillway opening | 54.12 | 58.25 | 912.91 | 890.58 – 935.24 | 45.00 | 44.66 | gated · k·bay + (k−1)·pier | 0.30 | 3,134.13 | 0.0858 | 0.0558 | retained | Kharo/S_EG_05_SBR__S09-SO-H/kharo_project_1.p01.hdf |
| Mukteshwar | S_EG_05_SBL | S08-SO-L | spillway opening | 201.65 | 199.42 | 316.00 | 286.89 – 345.11 | 188.50 | 58.21 | gated · k·bay + (k−1)·pier | 0.30 | 3,025.31 | 2.1191 | 2.0460 | retained | Mukteshwar/S_EG_05_SBL__S08-SO-L/Mukteswar.p01.hdf |
| Mukteshwar | S_EG_05_SBR | S09-SO-H | spillway opening | 201.65 | 199.41 | 361.72 | 332.62 – 390.83 | 188.50 | 58.21 | gated · k·bay + (k−1)·pier | 0.30 | 3,049.07 | 2.3456 | 2.0360 | retained | Mukteshwar/S_EG_05_SBR__S09-SO-H/Mukteswar.p01.hdf |
| Raidy | S_EG_05_SBL | S08-SO-L | spillway opening | 50.85 | 53.58 | 853.27 | 831.22 – 875.32 | 41.10 | 44.10 | gated · k·bay + (k−1)·pier | 0.30 | 2,915.17 | 0.0305 | 0.0120 | retained | Raidy/S_EG_05_SBL__S08-SO-L/Raidy.p01.hdf |
| Raidy | S_EG_05_SBR | S09-SO-H | spillway opening | 50.85 | 53.59 | 911.53 | 889.48 – 933.58 | 41.10 | 44.10 | gated · k·bay + (k−1)·pier | 0.30 | 2,915.15 | 0.0299 | 0.0121 | retained | Raidy/S_EG_05_SBR__S09-SO-H/Raidy.p01.hdf |
| Ranghola | S_EG_05_SBL | S08-SO-L | spillway opening | 62.50 | 66.08 | 24.72 | 1.72 – 47.72 | 57.05 | 46.00 | gated · k·bay + (k−1)·pier | 0.30 | 1,798.41 | 0.0315 | 0.0263 | retained | Ranghola/S_EG_05_SBL__S08-SO-L/ranghola_project.p01.hdf |
| Ranghola | S_EG_05_SBR | S09-SO-H | spillway opening | 62.50 | 65.72 | 527.00 | 504.00 – 550.00 | 51.10 | 46.00 | gated · k·bay + (k−1)·pier | 0.30 | 3,705.98 | 0.0335 | 0.0222 | retained | Ranghola/S_EG_05_SBR__S09-SO-H/ranghola_project.p01.hdf |
| Surajwadi | S_EG_05_SBL | S08-SO-L | spillway opening | 50.29 | 53.09 | 1,515.00 | 1,485.00 – 1,545.00 | 46.41 | 60.00 | ungated · 4 × 15 m monolith | 0.30 | 1,492.82 | 0.0588 | 0.0367 | retained | Surajwadi/S_EG_05_SBL__S08-SO-L/surajwadi_project.p01.hdf |
| Surajwadi | S_EG_05_SBR | S09-SO-H | spillway opening | 50.29 | 53.84 | 1,775.00 | 1,745.00 – 1,805.00 | 47.13 | 60.00 | ungated · 4 × 15 m monolith | 0.30 | 1,410.30 | 0.0050 | 0.0031 | retained | Surajwadi/S_EG_05_SBR__S09-SO-H/surajwadi_project.p01.hdf |
| Thebi | S_EG_05_SBL | S08-SO-L | spillway opening | 126.00 | 129.80 | 2,056.54 | 2,010.21 – 2,102.88 | 109.42 | 92.67 | gated · k·bay + (k−1)·pier | 0.30 | 4,908.82 | 0.5180 | 0.0125 | retained | Thebi/S_EG_05_SBL__S08-SO-L/Thebi_project.p01.hdf |
| Thebi | S_EG_05_SBR | S09-SO-H | spillway opening | 126.00 | 129.80 | 2,102.88 | 2,056.54 – 2,149.22 | 109.42 | 92.67 | gated · k·bay + (k−1)·pier | 0.30 | 4,964.40 | 0.4060 | 0.0459 | retained | Thebi/S_EG_05_SBR__S09-SO-H/Thebi_project.p01.hdf |
| Utavali-G | S_EG_05_SBL | S08-SO-L | spillway opening | 49.30 | 51.67 | 2,943.78 | 2,904.00 – 2,983.56 | 42.95 | 79.56 | gated · k·bay + (k−1)·pier | 0.30 | 3,032.55 | 0.0399 | 0.0274 | retained | Utavali-G/S_EG_05_SBL__S08-SO-L/utavali_project.p01.hdf |
| Utavali-G | S_EG_05_SBR | S09-SO-H | spillway opening | 49.30 | 51.67 | 3,170.52 | 3,130.74 – 3,210.30 | 42.95 | 79.56 | gated · k·bay + (k−1)·pier | 0.30 | 3,018.92 | 0.0395 | 0.0274 | retained | Utavali-G/S_EG_05_SBR__S09-SO-H/utavali_project.p01.hdf |
| Vadi | S_EG_05_SBL | S08-SO-L | spillway opening | 134.00 | 134.86 | 4,107.75 | 4,085.80 – 4,129.70 | 124.80 | 43.90 | gated · k·bay + (k−1)·pier | 0.30 | 2,098.40 | 0.0397 | 0.0207 | retained | Vadi/S_EG_05_SBL__S08-SO-L/vadi_project.p01.hdf |
| Vadi | S_EG_05_SBR | S09-SO-H | spillway opening | 134.00 | 134.87 | 4,156.55 | 4,134.60 – 4,178.50 | 124.80 | 43.90 | gated · k·bay + (k−1)·pier | 0.30 | 2,098.63 | 0.0401 | 0.0208 | retained | Vadi/S_EG_05_SBR__S09-SO-H/vadi_project.p01.hdf |
| Vadiya | S_EG_05_SBL | S08-SO-L | spillway opening | 130.25 | 129.36 | 1,149.38 | 1,127.41 – 1,171.36 | 120.60 | 43.95 | gated · k·bay + (k−1)·pier | 0.30 | 1,664.97 | 0.0793 | 0.0087 | retained | Vadiya/S_EG_05_SBL__S08-SO-L/vadiya.p01.hdf |
| Vadiya | S_EG_05_SBR | S09-SO-H | spillway opening | 130.25 | 129.36 | 1,163.43 | 1,141.46 – 1,185.40 | 120.60 | 43.95 | gated · k·bay + (k−1)·pier | 0.30 | 1,664.20 | 0.0789 | 0.0086 | retained | Vadiya/S_EG_05_SBR__S09-SO-H/vadiya.p01.hdf |
| Vaidy | S_EG_05_SBL | S08-SO-L | spillway opening | 199.20 | 198.66 | 41.00 | 11.00 – 71.00 | 193.20 | 60.00 | ungated · 4 × 15 m monolith | 0.30 | 860.08 | 3.0054 | 2.5719 | retained | Vaidy/S_EG_05_SBL__S08-SO-L/vaidy_project.p01.hdf |
| Vaidy | S_EG_05_SBR | S09-SO-H | spillway opening | 199.20 | 198.46 | 103.00 | 73.00 – 133.00 | 193.00 | 60.00 | ungated · 4 × 15 m monolith | 0.30 | 959.56 | 0.1722 | 0.0320 | retained | Vaidy/S_EG_05_SBR__S09-SO-H/vaidy_project.p01.hdf |
These carry no breach by design: no-failure references, design-flood routing screens, and gate-operation cases. They are accepted artefacts with full packages in the primary store — they simply have no breach parameters to publish, so they are listed rather than tabulated with the breach scenarios.
| Dam | Run id | Canonical | Stakeholder label | inflow | initial m | MSA m | err total % | err 2D % | HDF in primary |
|---|---|---|---|---|---|---|---|---|---|
| Bagad | S_EG_00_REF | S01-FW-REF | Fair-weather no-failure reference | fair weather (baseflow) | 60.41 | 60.48 | 0.0029 | 0.0108 | Bagad/S_EG_00_REF__S01-FW-REF/bagad_project.p01.hdf |
| Bagad | S_EG_01 | S03-DF-REF | Design-flood no-failure routing | design flood (IDF) | 60.41 | 64.04 | 0.0072 | 0.0066 | Bagad/S_EG_01__S03-DF-REF/bagad_project.p01.hdf |
| Bela | S_EG_00_REF | S01-FW-REF | Fair-weather no-failure reference | fair weather (baseflow) | 59.44 | 59.47 | 0.0053 | 0.0004 | Bela/S_EG_00_REF__S01-FW-REF/Bela.p01.hdf |
| Bela | S_EG_01 | S03-DF-REF | Design-flood no-failure routing | design flood (IDF) | 59.44 | 60.48 | 0.7440 | 0.7456 | Bela/S_EG_01__S03-DF-REF/Bela.p01.hdf |
| Bhimdad | S_E_00_REF | S01-FW-REF | Fair-weather no-failure reference | fair weather (baseflow) | 104.85 | 104.95 | 0.0010 | 0.0162 | Bhimdad/S_E_00_REF__S01-FW-REF/bhimdad_project.p01.hdf |
| Bhimdad | S_E_01 | S03-DF-REF | Design-flood no-failure routing | design flood (IDF) | 104.85 | 109.57 | 0.0935 | 0.1044 | Bhimdad/S_E_01__S03-DF-REF/bhimdad_project.p01.hdf |
| Dhatarwadi-II | S_EG_00_REF | S01-FW-REF | Fair-weather no-failure reference | fair weather (baseflow) | 34.41 | 36.13 | 0.0000 | 0.0000 | Dhatarwadi-II/S_EG_00_REF__S01-FW-REF/dhatarwadi_project.p01.hdf |
| Dhatarwadi-II | S_EG_01 | S03-DF-REF | Design-flood no-failure routing (all gates closed) | design flood (IDF) | 34.41 | 40.78 | 0.0041 | 0.0042 | Dhatarwadi-II/S_EG_01__S03-DF-REF/dhatarwadi_project.p01.hdf |
| Dhatarwadi-II | S_EG_06 | S06-DF-OPS | Design-flood routing (all gates open) | design flood (IDF) | 34.41 | 40.14 | 0.0391 | 0.0042 | Dhatarwadi-II/S_EG_06__S06-DF-OPS/dhatarwadi_project.p01.hdf |
| Dhatarwadi-II | S_EG_08_GFL | S11-GF-L | Design-flood gate failure, left bank | gate failure | 34.41 | 40.64 | 0.0091 | 0.0047 | Dhatarwadi-II/S_EG_08_GFL__S11-GF-L/dhatarwadi_project.p01.hdf |
| Dhatarwadi-II | S_EG_08_GFR | S12-GF-R | Design-flood gate failure, right bank | gate failure | 34.41 | 40.22 | 0.0420 | 0.0043 | Dhatarwadi-II/S_EG_08_GFR__S12-GF-R/dhatarwadi_project.p01.hdf |
| Ghelo-I | S_EG_00_REF | S01-FW-REF | Fair-weather no-failure reference | fair weather (baseflow) | 166.72 | 166.79 | 0.0038 | 0.0138 | Ghelo-I/S_EG_00_REF__S01-FW-REF/ghelo_project.p01.hdf |
| Ghelo-I | S_EG_01 | S03-DF-REF | Design-flood no-failure routing | design flood (IDF) | 166.72 | 169.83 | 0.0036 | 0.0033 | Ghelo-I/S_EG_01__S03-DF-REF/ghelo_project.p01.hdf |
| Hamirpara | S01 | S01-FW-REF | Fair-weather no-failure reference | fair weather (baseflow) | 87.80 | 88.29 | 0.0008 | 0.0000 | Hamirpara/S01__S01-FW-REF/hamirpara_project.p01.hdf |
| Hamirpara | S03 | S03-DF-REF | Design-flood no-failure routing | design flood (IDF) | 87.80 | 90.69 | 0.0140 | 0.0153 | Hamirpara/S03__S03-DF-REF/hamirpara_project.p01.hdf |
| Hamirpara | S07 | S06-DF-OPS | Design-flood routing with all gates open | design flood (IDF) | 87.80 | 87.21 | 0.0400 | 0.0134 | Hamirpara/S07__S06-DF-OPS/hamirpara_project.p01.hdf |
| Hanol | S01 | S01-FW-REF | Fair-weather no-failure reference | fair weather (baseflow) | 90.10 | 90.22 | 0.0041 | 0.0000 | Hanol/S01__S01-FW-REF/hanol_project.p01.hdf |
| Hanol | S03 | S03-DF-REF | Design-flood no-failure routing | design flood (IDF) | 90.10 | 93.33 | 0.0368 | 0.0517 | Hanol/S03__S03-DF-REF/hanol_project.p01.hdf |
| Hanol | S05 | S06-DF-OPS | Design-flood routing with all gates open | design flood (IDF) | 90.10 | 89.99 | 0.0516 | 0.0229 | Hanol/S05__S06-DF-OPS/hanol_project.p01.hdf |
| Harnav-2 | S_EG_00_REF | S01-FW-REF | Fair-weather no-failure reference | fair weather (baseflow) | 332.00 | 332.46 | 0.0031 | 0.0000 | Harnav-2/S_EG_00_REF__S01-FW-REF/harnav_2_project.p01.hdf |
| Harnav-2 | S_EG_01 | S03-DF-REF | Design-flood no-failure routing (all gates closed) | design flood (IDF) | 332.00 | 339.07 | 0.0081 | 0.0103 | Harnav-2/S_EG_01__S03-DF-REF/harnav_2_project.p01.hdf |
| Harnav-2 | S_EG_06 | S06-DF-OPS | Design-flood routing (all gates open) | design flood (IDF) | 332.00 | 331.33 | 0.0370 | 0.0119 | Harnav-2/S_EG_06__S06-DF-OPS/harnav_2_project.p01.hdf |
| Jaspara-Mandava | S_EG_00_REF | S01-FW-REF | Fair-weather no-failure reference | fair weather (baseflow) | 40.25 | 40.30 | 0.0029 | 0.0144 | Jaspara-Mandava/S_EG_00_REF__S01-FW-REF/jaspara_mandava_pro.p01.hdf |
| Jaspara-Mandava | S_EG_01 | S03-DF-REF | Design-flood no-failure routing (all gates closed) | design flood (IDF) | 40.25 | 42.42 | 0.0216 | 0.0209 | Jaspara-Mandava/S_EG_01__S03-DF-REF/jaspara_mandava_pro.p01.hdf |
| Kalubhar | S_EG_00_REF | S01-FW-REF | Fair-weather no-failure reference | fair weather (baseflow) | 60.40 | 61.66 | 0.0001 | 0.0000 | Kalubhar/S_EG_00_REF__S01-FW-REF/Kalubhar_109.p02.hdf |
| Kalubhar | S_EG_01 | S03-DF-REF | Design-flood no-failure routing (all gates closed) | design flood (IDF) | 60.40 | 67.77 | 0.0434 | 0.0488 | Kalubhar/S_EG_01__S03-DF-REF/Kalubhar_109.p02.hdf |
| Kalubhar | S_EG_06 | S06-DF-OPS | Design-flood routing (all gates open) | design flood (IDF) | 60.40 | 61.59 | 0.0396 | 0.0310 | Kalubhar/S_EG_06__S06-DF-OPS/Kalubhar_109.p02.hdf |
| Kaniyad | S_EG_00_REF | S01-FW-REF | Fair-weather no-failure reference | fair weather (baseflow) | 102.25 | 102.31 | 0.0031 | 0.0000 | Kaniyad/S_EG_00_REF__S01-FW-REF/Kaniyad.p01.hdf |
| Kaniyad | S_EG_01 | S03-DF-REF | Design-flood no-failure routing | design flood (IDF) | 102.25 | 104.97 | 0.0723 | 0.1381 | Kaniyad/S_EG_01__S03-DF-REF/Kaniyad.p01.hdf |
| Kaniyad | S_EG_06 | S06-DF-OPS | Design-flood routing with all gates open | design flood (IDF) | 102.25 | 101.79 | 0.0721 | 0.0318 | Kaniyad/S_EG_06__S06-DF-OPS/Kaniyad.p01.hdf |
| Khambhada | S_EG_00_REF | S01-FW-REF | Fair-weather no-failure reference | fair weather (baseflow) | 50.35 | 50.64 | 0.0008 | 0.0000 | Khambhada/S_EG_00_REF__S01-FW-REF/khambhada_project.p01.hdf |
| Khambhada | S_EG_01 | S03-DF-REF | Design-flood no-failure routing (all gates closed) | design flood (IDF) | 50.35 | 52.06 | 0.0362 | 0.0389 | Khambhada/S_EG_01__S03-DF-REF/khambhada_project.p01.hdf |
| Khambhada | S_EG_06 | S06-DF-OPS | Design-flood routing (all gates open) | design flood (IDF) | 50.35 | 50.18 | 0.0561 | 0.0312 | Khambhada/S_EG_06__S06-DF-OPS/khambhada_project.p01.hdf |
| Kharo | S_EG_00_REF | S01-FW-REF | Fair-weather no-failure reference | fair weather (baseflow) | 54.12 | 54.79 | 0.0004 | 0.0000 | Kharo/S_EG_00_REF__S01-FW-REF/kharo_project_1.p01.hdf |
| Kharo | S_EG_01 | S03-DF-REF | Design-flood no-failure routing | design flood (IDF) | 54.12 | 58.96 | 0.0111 | 0.0121 | Kharo/S_EG_01__S03-DF-REF/kharo_project_1.p01.hdf |
| Kharo | S_EG_06 | S06-DF-OPS | Design-flood routing with all gates open | design flood (IDF) | 54.12 | 55.00 | 0.0398 | 0.0103 | Kharo/S_EG_06__S06-DF-OPS/kharo_project_1.p01.hdf |
| Mukteshwar | S_EG_00_REF | S01-FW-REF | Fair-weather no-failure reference | fair weather (baseflow) | 201.65 | 202.28 | 0.0008 | 0.0000 | Mukteshwar/S_EG_00_REF__S01-FW-REF/Mukteswar.p01.hdf |
| Mukteshwar | S_EG_01 | S03-DF-REF | Design-flood no-failure routing (all gates closed) | design flood (IDF) | 201.65 | 208.12 | 0.0316 | 0.0387 | Mukteshwar/S_EG_01__S03-DF-REF/Mukteswar.p01.hdf |
| Mukteshwar | S_EG_06 | S06-DF-OPS | Design-flood routing (all gates open) | design flood (IDF) | 201.65 | 199.94 | 0.0635 | 0.0382 | Mukteshwar/S_EG_06__S06-DF-OPS/Mukteswar.p01.hdf |
| Raidy | S01 | S01-FW-REF | Fair-weather no-failure reference | fair weather (baseflow) | 50.85 | 51.69 | 0.0001 | 0.0000 | Raidy/S01__S01-FW-REF/Raidy.p01.hdf |
| Raidy | S03 | S03-DF-REF | Design-flood no-failure routing | design flood (IDF) | 50.85 | 55.50 | 0.0134 | 0.0143 | Raidy/S03__S03-DF-REF/Raidy.p01.hdf |
| Raidy | S05 | S06-DF-OPS | Design-flood routing with all gates open | design flood (IDF) | 50.85 | 51.35 | 0.0320 | 0.0117 | Raidy/S05__S06-DF-OPS/Raidy.p01.hdf |
| Ranghola | S_EG_00_REF | S01-FW-REF | Fair-weather no-failure reference | fair weather (baseflow) | 62.50 | 62.81 | 0.0001 | 0.0000 | Ranghola/S_EG_00_REF__S01-FW-REF/ranghola_project.p01.hdf |
| Ranghola | S_EG_01 | S03-DF-REF | Design-flood no-failure routing | design flood (IDF) | 62.50 | 66.27 | 0.0239 | 0.0267 | Ranghola/S_EG_01__S03-DF-REF/ranghola_project.p01.hdf |
| Ranghola | S_EG_06 | S06-DF-OPS | Design-flood routing with all gates open | design flood (IDF) | 62.50 | 65.74 | 0.0334 | 0.0276 | Ranghola/S_EG_06__S06-DF-OPS/ranghola_project.p01.hdf |
| Surajwadi | S_EG_00_REF | S01-FW-REF | Fair-weather no-failure reference | fair weather (baseflow) | 50.29 | 50.39 | 0.0014 | 0.0126 | Surajwadi/S_EG_00_REF__S01-FW-REF/surajwadi_project.p01.hdf |
| Surajwadi | S_EG_01 | S03-DF-REF | Design-flood no-failure routing | design flood (IDF) | 50.29 | 53.77 | 0.0070 | 0.0068 | Surajwadi/S_EG_01__S03-DF-REF/surajwadi_project.p01.hdf |
| Thebi | S_EG_00_REF | S01-FW-REF | Fair-weather no-failure reference | fair weather (baseflow) | 126.00 | 126.62 | 0.0002 | 0.0000 | Thebi/S_EG_00_REF__S01-FW-REF/Thebi_project.p01.hdf |
| Thebi | S_EG_01 | S03-DF-REF | Design-flood no-failure routing (all gates closed) | design flood (IDF) | 126.00 | 130.16 | 0.0130 | 0.0142 | Thebi/S_EG_01__S03-DF-REF/Thebi_project.p01.hdf |
| Thebi | S_EG_06 | S06-DF-OPS | Design-flood routing (all gates open) | design flood (IDF) | 126.00 | 126.70 | 0.0361 | 0.0157 | Thebi/S_EG_06__S06-DF-OPS/Thebi_project.p01.hdf |
| Utavali-G | S_EG_00_REF | S01-FW-REF | Fair-weather no-failure reference | fair weather (baseflow) | 49.30 | 50.20 | 0.0000 | 0.0000 | Utavali-G/S_EG_00_REF__S01-FW-REF/utavali_project.p01.hdf |
| Utavali-G | S_EG_01 | S03-DF-REF | Design-flood no-failure routing (all gates closed) | design flood (IDF) | 49.30 | 52.08 | 0.0323 | 0.0344 | Utavali-G/S_EG_01__S03-DF-REF/utavali_project.p01.hdf |
| Utavali-G | S_EG_06 | S06-DF-OPS | Design-flood routing (all gates open) | design flood (IDF) | 49.30 | 49.10 | 0.0552 | 0.0293 | Utavali-G/S_EG_06__S06-DF-OPS/utavali_project.p01.hdf |
| Vadi | S_EG_00_REF | S01-FW-REF | Fair-weather no-failure reference | fair weather (baseflow) | 134.00 | 134.37 | 0.0005 | 0.0000 | Vadi/S_EG_00_REF__S01-FW-REF/vadi_project.p01.hdf |
| Vadi | S_EG_01 | S03-DF-REF | Design-flood no-failure routing (all gates closed) | design flood (IDF) | 134.00 | 137.33 | 0.0233 | 0.0263 | Vadi/S_EG_01__S03-DF-REF/vadi_project.p01.hdf |
| Vadi | S_EG_06 | S06-DF-OPS | Design-flood routing (all gates open) | design flood (IDF) | 134.00 | 134.13 | 0.0381 | 0.0217 | Vadi/S_EG_06__S06-DF-OPS/vadi_project.p01.hdf |
| Vadiya | S_EG_00_REF | S01-FW-REF | Fair-weather no-failure reference | fair weather (baseflow) | 130.25 | 130.54 | 0.0001 | 0.0000 | Vadiya/S_EG_00_REF__S01-FW-REF/vadiya.p01.hdf |
| Vadiya | S_EG_01 | S03-DF-REF | Design-flood no-failure routing (all gates closed) | design flood (IDF) | 130.25 | 134.31 | 0.0098 | 0.0118 | Vadiya/S_EG_01__S03-DF-REF/vadiya.p01.hdf |
| Vadiya | S_EG_06 | S06-DF-OPS | Design-flood routing (all gates open) | design flood (IDF) | 130.25 | 130.38 | 0.0443 | 0.0079 | Vadiya/S_EG_06__S06-DF-OPS/vadiya.p01.hdf |
| Vaidy | S_EG_00_REF | S01-FW-REF | Fair-weather no-failure reference | fair weather (baseflow) | 199.20 | 199.27 | 0.0024 | 0.0074 | Vaidy/S_EG_00_REF__S01-FW-REF/vaidy_project.p01.hdf |
| Vaidy | S_EG_01 | S03-DF-REF | Design-flood no-failure routing (all gates closed) | design flood (IDF) | 199.20 | 202.02 | 0.0162 | 0.0161 | Vaidy/S_EG_01__S03-DF-REF/vaidy_project.p01.hdf |
The station each breach is placed at is in the scenario table above; these are the supplier's
marked locations the placement was derived from. Source files are in _infofiles/.
_infofiles/Bagad__breach_location.png)_infofiles/Bela__breach_location.png)_infofiles/Bhimdad__breach_location.png)_infofiles/Dhatarwadi-II__breach_location.png)_infofiles/Ghelo-I__breach_location.png)_infofiles/Hamirpara__breach_location.png)_infofiles/Hanol__breach_location.png)_infofiles/Harnav-2__breach_location.png)_infofiles/Jaspara-Mandava__breach_location.png)_infofiles/Kalubhar__breach_location.png)_infofiles/Kaniyad__breach_location.png)_infofiles/Khambhada__breach_location.png)_infofiles/Kharo__breach_location.png)_infofiles/Mukteshwar__breach_location.png)_infofiles/Munjiyasar__breach_location.png)_infofiles/Raidy__breach_location.png)_infofiles/Ranghola__breach_location.png)_infofiles/Surajwadi__breach_location.png)_infofiles/Thebi__breach_location.png)_infofiles/Utavali-G__breach_location.png)_infofiles/Vadi__breach_location.png)_infofiles/Vadiya__breach_location.png)_infofiles/Vaidy__breach_location.png)36 scenarios across 6 dams were quarantined on 2026-08-16 for running with a single blanket Manning's n of 0.060 instead of spatially varying roughness from land cover. Mass balance is blind to roughness, so every outcome gate had passed them. Rows in this ledger are permanent and only move forward — a fixed scenario stays listed as DEFECT FIXED with its replacement's sha, so anyone holding earlier numbers can see, in this table, that they are superseded. If a scenario you are using appears here, compare your sha against the replacement's before quoting anything. 10 fixed · 26 replacements in flight.
| Dam | Run id | status | new vol err % | new distinct n | replacement sha256 | old sha256 (do not use) |
|---|---|---|---|---|---|---|
| Bagad | S_EG_05_SBL | running again | — | — | — | 2fc9fb9d1afa41f7 |
| Goma | S_EG_00 | running again | — | — | — | 10d56ed9058e4d35 |
| Goma | S_EG_00_REF | running again | — | — | — | a5a369c0fb04929d |
| Goma | S_EG_01 | running again | — | — | — | f545df60e6b42a7a |
| Goma | S_EG_03 | running again | — | — | — | 555a7a9ab7b88930 |
| Goma | S_EG_05_SBL | running again | — | — | — | 7b5b974eb459c85d |
| Goma | S_EG_05_SBR | running again | — | — | — | f17969d51c1b155f |
| Khodiyar | S_EG_00 | running again | — | — | — | 18a65eaa0321baaa |
| Khodiyar | S_EG_00_REF | running again | — | — | — | 0e83a9aea78a3617 |
| Khodiyar | S_EG_01 | running again | — | — | — | e1907260c5a67290 |
| Khodiyar | S_EG_02 | running again | — | — | — | c7a90d8e90ad8f75 |
| Khodiyar | S_EG_05_SBL | running again | — | — | — | 088cd430a226575a |
| Khodiyar | S_EG_05_SBR | running again | — | — | — | d9976f1b24fb4b01 |
| Khodiyar | S_EG_06 | running again | — | — | — | 8d82d8b5d07cab68 |
| Munjiyasar | S_EG_00_REF | running again | — | — | — | 3eb90e0a4c05cfb5 |
| Munjiyasar | S_EG_01 | running again | — | — | — | e60571113f291e30 |
| Munjiyasar | S_EG_03 | running again | — | — | — | 125657789a83685f |
| Munjiyasar | S_EG_05_SBL | running again | — | — | — | 0d87bcfc6e3816d0 |
| Munjiyasar | S_EG_05_SBR | running again | — | — | — | 7e2141c7904ee5b6 |
| Varanshi | S_EG_00 | running again | — | — | — | 17ddd31c291f00a2 |
| Varanshi | S_EG_00_REF | running again | — | — | — | 057f5eb179571658 |
| Varanshi | S_EG_01 | running again | — | — | — | 364dddd9d910d6f5 |
| Varanshi | S_EG_02 | running again | — | — | — | 6f52e1111a73e9b3 |
| Varanshi | S_EG_05_SBL | running again | — | — | — | 540310fbae316bc3 |
| Varanshi | S_EG_05_SBR | running again | — | — | — | c6614ac795bbdb72 |
| Varanshi | S_EG_06 | running again | — | — | — | 90f2d2777e1f2406 |
| Bagad | S_EG_00 | DEFECT FIXED | 0.2647 | 7 | 549e34b4af9b3065 | 2d362b4ba7f19eba |
| Bagad | S_EG_00_REF | DEFECT FIXED | 0.0037 | 7 | 931f18ef6853e7fb | ac1e5efa28ce5f71 |
| Bagad | S_EG_01 | DEFECT FIXED | 0.0155 | 7 | 8e8a1f5a8e6aa042 | f1a004fdabb6189e |
| Bagad | S_EG_03 | DEFECT FIXED | 0.0484 | 7 | 0c5893bdd8e426b4 | 6dea657cae9124a4 |
| Bagad | S_EG_05_SBR | DEFECT FIXED | 0.0450 | 7 | 7e8fc6932959e0b4 | 507d1dbc6c24d79c |
| Kaniyad | S_EG_00_REF | DEFECT FIXED | 0.0031 | 8 | 2f0c96e9a05d96fd | 83552135c5e4663d |
| Kaniyad | S_EG_01 | DEFECT FIXED | 0.0703 | 8 | e1d8163f764b118c | fff8c4fb2e0612ec |
| Kaniyad | S_EG_05_SBL | DEFECT FIXED | 0.0803 | 8 | 295cabfb372d4db1 | 04882b3d8611cc9f |
| Kaniyad | S_EG_05_SBR | DEFECT FIXED | 0.0804 | 8 | df44db750e4fe56e | f45e302c00d7fecc |
| Kaniyad | S_EG_06 | DEFECT FIXED | 0.0712 | 8 | 4220cddec6e83c0e | 5cb8663627536274 |
Retired in the register's band column and excluded from the primary store.
| Dam | Retired run id | width m | Disposition |
|---|---|---|---|
| Bhimdad | S_E_05 | 61.70 | replaced by k=4 CWC envelope, 2026-08-13 |
| Dhatarwadi-II | S_EG_05 | 20.43 | replaced by k=4 CWC envelope, 2026-08-13 |
| Hamirpara | S05 | 23.18 | replaced by k=4 CWC envelope, 2026-08-13 |
| Hamirpara | S06 | 23.18 | replaced by k=4 CWC envelope, 2026-08-13 |
| Hanol | AS-01 | 81.13 | replaced by k=4 CWC envelope, 2026-08-13 |
Hydrograph vocabulary — programme rule, 2026-08-16. There are exactly two hydrographs
and neither is ever called "the hydrograph" unqualified. The TOTAL hydrograph
(DBA_hydrograph.csv, H1…Hn) is everything leaving the dam — breach + spillway — and
is what prints in hydrograph figures, routes downstream, and compares against the no-failure
reference. The BREACH hydrograph (BREACH_OUTFLOW.csv) is the breach opening
only and appears in one place: beside Q_emp/Q_semi/Q_max,
which are breach relations. They differ by design and the gap can be large
(Bhimdad S10-SAD-OT: total 2,699.55, breach 458.19 — the saddle breaches while the main dam's
spillway carries the rest). A no-breach scenario has a total hydrograph and no breach
file — absence is the statement, never a zero column. Sections with an all-zero series are
classed by HORIZON_CHECK.json as horizon-limited (wave cut off by the
simulation window — say "not within the simulated horizon") or attenuated (wave died) —
the two need different report wording and only a measurement distinguishes them.
EARTHEN B_avg = 0.23 · k_M · V_w^(1/3) k_M 1.0 piping / 1.5 overtopping
W_b = B_avg − m · H_b m 0.6 piping / 1.0 overtopping
t_f = 60 · √(V_w /(g·H_b²)) seconds → hours, g = 9.81
PEAK Q_emp = 0.0175 · k_M · k_H · √(g·V_w·H_w·H_b² / W_avg) k_M 1.00 / 1.85
Q_max = (8/27)(L_a/B_avg)^0.28 · [B_avg − m(H_b − 0.8H_w)] · √(g·H_w³)
Q_semi = Q_max · [1/(1 + 0.000045·t_f·√(g/H_b))]^β, β = 500(W_avg·H_b²/V_w)^(2/3)
STRUCTURAL gated envelope = k · bay + (k−1) · pier, k = min(4, n_bays)
ungated 4 monoliths × 15 m = 60.00 m
fixed t_f 0.300 h · vertical sides · C_w 1.44 · trigger at FRL
Cite: Central Water Commission / Central Dam Safety Organisation (2018), Guidelines for Mapping Flood Risks Associated with Dams — §4.4.1 earthen, §4.4.2 masonry, §4.3 formation-time window. IS 6512:1984 cl. 7.1.2 for the 15 m monolith.
Do not cite Froehlich (2008) for these values — a different family
(0.27 K₀V_w^0.32H_b^0.04) which this programme does not use.
Derived, not received: L_a is the centreline length of the SA/2D
connection carrying the breach, read from the accepted model. W_avg is a trapezoidal section at 3.0:1 u/s and 2.5:1 d/s — a declared programme
convention worth about ±8 %. Both are per scenario: W_avg = W_c + 2.75·H_b so
it moves with the invert, and L_a follows the connection that is breached.
k = 4 failed bays is a programme convention; CWC fixes the unit that fails, not how
many. Breach inverts are an input, not an output.
L_a — reported, with a caveatL_a is reported for every earthen scenario, and it is the one term in the peak
relations this programme cannot source from a document. It is retained because dropping it
makes Q_max — and therefore Q_semi, which is Q_max damped by
the formation time — uncomputable. Read this before quoting either.
What it is. The approach-flow width entering the theoretical peak relation as
(L_a/B_avg)^0.28. CWC/CDSO (2018) §4.4.1 defines it as the width of flow approaching
the breach. It is not the breach width, not the embankment thickness and not
the spillway length.
How we derive it. The centreline length of the SA/2D connection carrying that
breach, read from Geometry/Structures/Centerline Points in the accepted model — so it
is reproducible from the shipped package. Where a dam has several connections (Khodiyar has three)
it follows the one named in Breach Loc, never the dam total.
Caveat 1 — it is an upper bound on the true approach width. The whole connection is
taken, while flow actually converges on the breach from a shorter reach of it. That biases
Q_max high. No supplied document gives the converging width for any of the 26 dams,
and there is no defensible way to shorten it without inventing a convention.
Caveat 2 — 12 of 48 scenarios sit above the relation's fitted range. The
relation was fitted over 40–4,100 m. Across this set L_a spans
293.06 – 7,098.55 m; none falls below the lower bound. Those above it are flagged
⚠ in the scenario table — the flag marks extrapolation, not an error:
the value is the model's real geometry.
| Dam | Scenario | L_a m | × the fitted bound | sensitivity: ΔQ_max if the bound were imposed |
|---|---|---|---|---|
| Vadi | S_EG_00 | 7,098.55 | 1.73× | -14.25 % |
| Vadi | S_EG_02 | 7,098.55 | 1.73× | -14.25 % |
| Utavali-G | S_EG_00 | 4,987.31 | 1.22× | -5.34 % |
| Utavali-G | S_EG_02 | 4,987.31 | 1.22× | -5.34 % |
| Kalubhar | S_EG_00 | 4,919.26 | 1.20× | -4.97 % |
| Kalubhar | S_EG_02 | 4,919.26 | 1.20× | -4.97 % |
| Thebi | S_EG_00 | 4,904.44 | 1.20× | -4.89 % |
| Thebi | S_EG_02 | 4,904.44 | 1.20× | -4.89 % |
| Hanol | S02 | 4,879.89 | 1.19× | -4.76 % |
| Hanol | S04 | 4,879.89 | 1.19× | -4.76 % |
| Munjiyasar | S_EG_00 | 4,459.31 | 1.09× | -2.32 % |
| Munjiyasar | S_EG_03 | 4,459.31 | 1.09× | -2.32 % |
These values are extrapolated, not clipped. The last column is a sensitivity
figure — what Q_max would do if the bound were imposed — and is reported only to size
the caveat. It is not a treatment and must not be applied. Clipping L_a to
4,100 m would replace the model's real geometry with an artefact of the relation's calibration
set, making the published number irreproducible from the accepted HDF and understating every
affected dam. The programme evaluates the CWC relation at the geometry the model actually has.
Why extrapolating is defensible here. L_a enters only through
(L_a/B_avg)^0.28 — a monotone, slowly varying power law with no pole, no sign change
and no threshold anywhere in or beyond the fitted interval. Extrapolation degrades gracefully
rather than diverging: the furthest scenario (Vadi S_EG_00) sits
1.73× beyond the bound and the term is only +16.6 % larger than at the
bound itself.
Re-fitting is not available to us. A regression on our own dams would need the observed peak outflow of a real failure at each site, which does not exist — these are hypothetical scenarios. Re-fitting Froehlich's relation would need his 111-dam failure dataset, which the programme does not hold; CWC/CDSO 2018 reproduces the fitted coefficients, not the data behind them. So the only two honest options are to evaluate the published relation outside its fitted range and flag it, or to publish nothing. We do the first.
Why the caveat is small in practice. The exponent is 0.28, so Q_max is
weakly sensitive to L_a — doubling it raises Q_max by 21 %, halving it
lowers it by 18 %. Even the furthest extrapolation carries under 14 % of exposure on
that term, and under 5 % for every flagged scenario except Vadi.
How to use it in a report. Q_max is a theoretical upper bound and
Q_semi a semi-empirical estimate; both are comparators, not the reported
hazard. The hazard is the modelled breach hydrograph from the accepted HDF — the
modelled column. Quote Q_emp / Q_semi / Q_max
to show the modelled peak is of the right order, and cite them as CWC relations evaluated on
programme-derived L_a and W_avg — never as independent measurements.