⌂ HomeData last updated: 2026-08-16 04:57 UTC (2026-08-16 10:27 IST) ·

Scenario registry — 100-dam programme

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.

23dams
47earthen
41structural
10defects fixed
26running again
5superseded · excluded

State of play — generated 2026-08-16 10:27, page auto-refreshes every 2 min

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 Retired artefacts: 5 superseded (listed at bottom); none present in the store.

rerun not accepted — store still holds the superseded artefact ⚠ L_a outside the relation's fitted range
How to use this registry — report thread, read once (authority, package layout, asset rules — unchanged, click to open)

For the report thread — read this first

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 Superseded runs are excluded by construction — the register retires them and they are never written to the store.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 derivationSalient features table
Inflow hydrographs — flood and baseflow, per damHydrograph plots and figures you produce
Volume errors, total and 2DReport structure, captions, narrative
Modelled and theoretical peak dischargesFlood maps — depth, velocity, WSE, arrival, hazard
Scenario state: inflow, initial level, MSALULC and DEM maps (deposit the finals in _maps/)
Formulae, citations and declared conventionsPAR and population exposure
Accepted HDF path and sha256Evacuation 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.

Dams one row per dam — values that genuinely do not vary by scenario

DamPICCRSTypeFRL mTOD m crest W mspillway mgross storage Mm³earthen dam length m earthenstructreran
BagadGJ208MH0743EPSG:32642 UTM zone 42NEarthen dam Roller filled 60.4166.786.00242.4611.182,104.0021
BelaGJ208MH0822EPSG:32642 UTM zone 42NEarthen, Zoned Type with M59.4462.803.05112.800.851,018.30221
BhimdadGJ208SH0749EPSG:32642 UTM zone 42NNon overflow type earthen 104.85109.143.66109.7510.66716.0042
Dhatarwadi-IIGJ208MH0759EPSG:32642 UTM zone 42NEarthen dam with gated oge34.4138.505.00794.4011.26160.0022
Ghelo-IGJ208MH0750EPSG:32642 UTM zone 42NComposite166.72170.384.88213.3610.75717.9422
HamirparaGJ208MH0841EPSG:32643 UTM zone 43NEarthen87.8090.306.0032.302.022,205.0021
HanolGJ208HH0744EPSG:32642 UTM zone 42NZoned earth fill90.1093.105.005.604,861.8022
Harnav-2GJ208MH0804EPSG:32643 UTM zone 43NRockfill type compostie da332.00336.857.0043.0021.67284.5021
Jaspara-MandavaGJ208MH0768EPSG:32643 UTM zone 43NEarthen40.2543.756.00142.003.711,227.00221
KalubharGJ04MH0109EPSG:32642 UTM zone 42NEarthen60.3666.406.00182.9218.824,970.0022
KaniyadGJ208MH0752EPSG:32642 UTM zone 42NEarthen Rolled Filled Zone102.25104.755.0078.692.934,560.00222
KhambhadaGJ208MH0753EPSG:32642 UTM zone 42NEarthen (Rolled Filled Typ50.3551.505.00140.814.413,960.00221
KharoGJ208MH0770EPSG:32642 UTM zone 42NEarthen & Masonry54.1257.756.00163.0012.241,925.00221
MukteshwarGJ04HH0583EPSG:32643 UTM zone 43NEarthen & Masonary201.65205.605.64103.9440.00460.00222
MunjiyasarGJ208MH0761EPSG:32642 UTM zone 42NEarthen62.9566.604.89365.74520.334,236.00101
RaidyGJ208MH0762EPSG:32642 UTM zone 42NRolled filled type50.8554.356.00102.356.931,540.0022
RangholaGJ208MH0747EPSG:32642 UTM zone 42NEARTHEN62.5064.946.10548.2836.813,277.44221
SurajwadiGJ208MH0764EPSG:32642 UTM zone 42NEarthen50.2954.263.96320.009.791,003.0022
ThebiGJ208MH0765EPSG:32642 UTM zone 42NRolled filled type zonal E126.00129.305.00136.584,860.0022
Utavali-GGJ208MH0757EPSG:32642 UTM zone 42NComposite49.3051.506.00304.199.014,975.8122
VadiGJ208MH0766EPSG:32642 UTM zone 42NComposite134.00136.956.0090.2310.386,990.0022
VadiyaGJ208MH0767EPSG:32642 UTM zone 42NRolled filled Zonal type e130.25133.756.0055.505.372,660.0022
VaidyGJ208MH0807EPSG:32643 UTM zone 43NEarthen Dam ( Rolled Fille199.20204.106.00122.009.291,008.00221

Earthen breach scenarios one row per scenario

DamRun idCanonicalMode Scenario stateBreach parameters — CWC §4.4.1 Volume error % Peak discharge m³/s StatusHDF in primary
inflowinitial mMSA mconnectionstationspan along conn.invertH_bH_wV_w Mm³W_bt_f hmW_avgL_a total2DmodelledQ_empQ_semiQ_max
BagadS_EG_00S02-FW-PIPpipingfair weather (baseflow)60.4159.98Perimeter 1 To S1,081.971,061.09 – 1,102.85 of 2,20651.5515.238.8610.8441.771.150.6047.882,206.260.20960.02801,461.221,325.641,594.063,235.84retainedBagad/S_EG_00__S02-FW-PIP/bagad_project.p01.hdf
BagadS_EG_03S05-DF-PIPpipingdesign flood (IDF)60.4163.53Perimeter 1 To S1,081.971,052.04 – 1,111.90 of 2,20651.5515.2311.7327.0159.871.820.6047.882,206.260.04670.01023,443.832,407.323,585.256,442.72retainedBagad/S_EG_03__S05-DF-PIP/bagad_project.p01.hdf
BelaS_EG_00S02-FW-PIPpipingfair weather (baseflow)59.4459.38SA2D Conn 1650.00642.00 – 658.00 of 1,23053.109.706.340.8515.990.510.6029.721,229.792.83250.0220350.10240.32363.27872.14retainedBela/S_EG_00__S02-FW-PIP/Bela.p01.hdf
BelaS_EG_03S05-DF-PIPpipingdesign flood (IDF)59.4460.48SA2D Conn 1650.00640.54 – 659.46 of 1,23053.109.707.351.2518.930.610.6029.721,229.791.07060.2260477.31312.63548.651,239.49reran · acceptedBela/S_EG_03__S05-DF-PIP/Bela.p01.hdf
BhimdadS_E_00S02-FW-PIPpipingfair weather (baseflow)104.85104.67Perimeter 1 To S2,000.001,980.26 – 2,019.74 of 2,14990.6018.5414.2510.6639.490.940.6054.652,149.090.40020.11112,857.651,946.523,076.856,606.53retainedBhimdad/S_E_00__S02-FW-PIP/bhimdad_project.p01.hdf
BhimdadS_E_02S04-DF-OTovertopdesign flood (IDF)104.85109.20Perimeter 1 To S2,000.001,955.57 – 2,044.43 of 2,14990.6018.5418.5430.1788.861.581.0054.652,149.090.19600.12688,155.706,910.949,551.6617,774.94retainedBhimdad/S_E_02__S04-DF-OT/bhimdad_project.p01.hdf
BhimdadS_E_04S05-DF-PIPpipingdesign flood (IDF)104.85104.67Perimeter 1 To S2,000.001,980.26 – 2,019.74 of 2,14990.6018.5414.2510.6639.490.940.6054.652,149.090.13110.10522,860.991,946.523,076.856,606.53retainedBhimdad/S_E_04__S05-DF-PIP/bhimdad_project.p01.hdf
BhimdadS_E_06_SAD01S10-SAD-OTovertopsaddle dam104.85109.55Perimeter 1 To S603.57560.60 – 646.54 of 2,149105.363.783.7817.5985.945.901.0014.062,149.090.09840.1078458.19833.641,165.641,476.52retainedBhimdad/S_E_06_SAD01__S10-SAD-OT/bhimdad_project.p01.hdf
Dhatarwadi-IIS_EG_00S02-FW-PIPpipingfair weather (baseflow)34.4134.30Perimeter 1 To S1,061.501,039.40 – 1,083.60 of 3,50826.2512.258.1611.2644.201.460.6038.693,507.690.12540.0102266.661,128.891,831.483,392.82retainedDhatarwadi-II/S_EG_00__S02-FW-PIP/dhatarwadi_project.p01.hdf
Dhatarwadi-IIS_EG_02S04-DF-OTovertopdesign flood (IDF)34.4140.68Perimeter 1 To S1,061.501,014.97 – 1,108.03 of 3,50826.2512.2512.2528.4493.052.321.0038.693,507.690.03170.00393,073.454,066.766,612.1610,922.05retainedDhatarwadi-II/S_EG_02__S04-DF-OT/dhatarwadi_project.p01.hdf
Ghelo-IS_EG_00S02-FW-PIPpipingfair weather (baseflow)166.72163.92Perimeter 1 To S94.8975.29 – 114.49 of 744151.1019.2815.6210.7539.200.910.6057.90743.720.38020.06603,153.222,078.252,574.715,672.55retainedGhelo-I/S_EG_00__S02-FW-PIP/ghelo_project.p01.hdf
Ghelo-IS_EG_03S05-DF-PIPpipingdesign flood (IDF)166.72168.54Perimeter 1 To S94.8970.63 – 119.15 of 744151.1019.2817.4517.8348.511.170.6057.90743.720.08950.01605,061.792,828.373,804.207,784.58retainedGhelo-I/S_EG_03__S05-DF-PIP/ghelo_project.p01.hdf
HamirparaS02S02-FW-PIPpipingfair weather (baseflow)87.8087.72Perimeter 1 To S1,609.711,597.52 – 1,621.90 of 2,20885.105.202.701.7124.381.340.6020.302,207.840.08300.0278100.91135.93195.96360.98retainedHamirpara/S02__S02-FW-PIP/hamirpara_project.p02.hdf
HamirparaS04S04-DF-OTovertopdesign flood (IDF)87.8090.31Perimeter 1 To S1,609.711,585.13 – 1,634.29 of 2,20885.105.205.203.9149.152.021.0020.302,207.840.03390.0108702.06527.701,001.731,655.14retainedHamirpara/S04__S04-DF-OT/hamirpara_project.p01.hdf
HanolS02S02-FW-PIPpipingfair weather (baseflow)90.1090.10Perimeter 2 To S1,556.071,538.00 – 1,574.14 of 4,88086.136.923.975.3836.141.780.6024.034,879.890.18670.032169.67363.17630.55 1,069.94retainedHanol/S02__S02-FW-PIP/hanol_project.p01.hdf
HanolS04S04-DF-OTovertopdesign flood (IDF)90.1093.14Perimeter 2 To S1,556.071,516.10 – 1,596.04 of 4,88086.136.926.9215.9579.933.071.0024.034,879.890.17070.03391,031.521,527.952,981.11 4,460.83retainedHanol/S04__S04-DF-OT/hanol_project.p01.hdf
Harnav-2S_EG_00S02-FW-PIPpipingfair weather (baseflow)332.00327.78Perimeter 1 To S177.96154.61 – 201.31 of 293309.5027.3522.5020.6646.700.880.6082.21293.061.18340.01652,728.294,299.613,736.088,754.02retainedHarnav-2/S_EG_00__S02-FW-PIP/harnav_2_project.p01.hdf
Harnav-2S_EG_02S04-DF-OTovertopdesign flood (IDF)332.00337.21Perimeter 1 To S177.96134.41 – 221.51 of 293309.5027.3527.3536.5187.111.181.0082.21293.060.20640.01171,700.0611,660.058,761.7818,823.53retainedHarnav-2/S_EG_02__S04-DF-OT/harnav_2_project.p01.hdf
Jaspara-MandavaS_EG_00S02-FW-PIPpipingfair weather (baseflow)40.2521.99Perimeter 1 To S850.41837.17 – 863.65 of 1,25121.3522.4018.905.2326.490.540.6067.601,250.860.01660.015917.601,747.142,660.107,113.54retainedJaspara-Mandava/S_EG_00__S02-FW-PIP/jaspara_mandava_pro.p01.hdf
Jaspara-MandavaS_EG_03S05-DF-PIPpipingdesign flood (IDF)40.2542.30Perimeter 1 To S850.41831.75 – 869.07 of 1,25121.3522.4021.0710.7537.320.780.6067.601,250.860.02510.01341,955.102,644.424,407.4810,443.44reran · acceptedJaspara-Mandava/S_EG_03__S05-DF-PIP/jaspara_mandava_pro.p01.hdf
KalubharS_EG_00S02-FW-PIPpipingfair weather (baseflow)60.4059.87Perimeter 1 To S3,822.743,798.73 – 3,846.75 of 4,91945.0021.4015.3618.5348.021.070.6064.854,919.260.32290.05571,929.912,874.844,951.55 10,586.28retainedKalubhar/S_EG_00__S02-FW-PIP/Kalubhar_109.p02.hdf
KalubharS_EG_02S04-DF-OTovertopdesign flood (IDF)60.4066.36Perimeter 1 To S3,822.743,760.34 – 3,885.13 of 4,91945.0021.4021.4076.08124.792.171.0064.854,919.261.45501.350810,975.7312,720.2319,734.53 34,893.89retainedKalubhar/S_EG_02__S04-DF-OT/Kalubhar_109.p02.hdf
KaniyadS_EG_00S02-FW-PIPpipingfair weather (baseflow)102.25102.18Perimeter 1 To S610.17595.12 – 625.22 of 3,71099.175.583.083.0830.111.670.6020.343,710.450.21850.1281181.30208.76346.76592.18reran · acceptedKaniyad/S_EG_00__S02-FW-PIP/Kaniyad.p01.hdf
KaniyadS_EG_02S04-DF-OTovertopdesign flood (IDF)102.25104.83Perimeter 1 To S610.17573.44 – 646.90 of 3,71099.175.585.5812.0373.473.311.0020.343,710.450.13120.05491,140.771,027.661,920.852,800.56reran · acceptedKaniyad/S_EG_02__S04-DF-OT/Kaniyad.p01.hdf
KhambhadaS_EG_00S02-FW-PIPpipingfair weather (baseflow)50.3550.33Perimeter 1 To S2,989.432,972.41 – 3,006.45 of 3,95947.204.303.154.0434.042.490.6016.823,958.780.16420.0356162.01204.90445.18684.52reran · acceptedKhambhada/S_EG_00__S02-FW-PIP/khambhada_project.p01.hdf
KhambhadaS_EG_02S04-DF-OTovertopdesign flood (IDF)50.3551.85Perimeter 1 To S2,989.432,956.44 – 3,022.42 of 3,95947.204.304.308.4565.983.601.0016.823,958.781.52461.5054949.88640.881,252.351,776.00retainedKhambhada/S_EG_02__S04-DF-OT/khambhada_project.p01.hdf
KharoS_EG_00S02-FW-PIPpipingfair weather (baseflow)54.1253.73Perimeter 1 To S624.07601.53 – 646.61 of 2,04744.6513.109.4712.2045.091.420.6042.032,047.280.85530.04231,249.271,309.791,971.383,735.03retainedKharo/S_EG_00__S02-FW-PIP/kharo_project_1.p01.hdf
KharoS_EG_02S04-DF-OTovertopdesign flood (IDF)54.1257.87Perimeter 1 To S624.07579.10 – 669.04 of 2,04744.6513.1013.1026.6489.942.101.0042.032,047.280.35460.23284,171.214,211.865,951.0710,204.21reran · acceptedKharo/S_EG_02__S04-DF-OT/kharo_project_1.p01.hdf
MukteshwarS_EG_00S02-FW-PIPpipingfair weather (baseflow)201.65201.27Perimeter 1 To S200.87169.59 – 232.15 of 436190.1515.4511.5030.4562.551.900.6048.13436.160.81180.73812,657.852,565.852,302.254,082.63reran · acceptedMukteshwar/S_EG_00__S02-FW-PIP/Mukteswar.p01.hdf
MukteshwarS_EG_02S04-DF-OTovertopdesign flood (IDF)201.65205.58Perimeter 1 To S200.87144.07 – 257.67 of 436189.5016.1016.1053.13113.602.411.0049.91436.164.26024.06927,137.887,630.156,340.4310,648.66reran · acceptedMukteshwar/S_EG_02__S04-DF-OT/Mukteswar.p01.hdf
MunjiyasarS_EG_00S02-FW-PIPpipingfair weather (baseflow)62.9562.85Perimeter 1 To S2,571.912,544.96 – 2,598.86 of 4,45955.6510.957.3018.1753.902.070.6035.004,459.310.08850.02091,366.091,257.072,084.11 3,503.00reran · acceptedMunjiyasar/S_EG_00__S02-FW-PIP/munjiyasar_project.p01.hdf
RaidyS02S02-FW-PIPpipingfair weather (baseflow)50.8550.85Perimeter 1 To S1,167.431,150.05 – 1,184.81 of 1,52442.6211.738.236.0034.761.110.6038.261,523.620.47670.0453350.80792.651,154.812,321.33retainedRaidy/S02__S02-FW-PIP/Raidy.p01.hdf
RaidyS04S04-DF-OTovertopdesign flood (IDF)50.8554.58Perimeter 1 To S1,167.431,133.37 – 1,201.49 of 1,52442.6211.7311.7312.3968.111.601.0038.261,523.620.09410.01013,205.362,516.193,620.826,597.32retainedRaidy/S04__S04-DF-OT/Raidy.p01.hdf
RangholaS_EG_00S02-FW-PIPpipingfair weather (baseflow)62.5062.38Perimeter 1 To S844.04810.19 – 877.89 of 3,29851.1013.8411.4036.0767.692.310.6044.163,297.630.14770.03733,307.732,564.754,463.267,510.95retainedRanghola/S_EG_00__S02-FW-PIP/ranghola_project.p01.hdf
RangholaS_EG_02S04-DF-OTovertopdesign flood (IDF)62.5065.13Perimeter 1 To S844.04781.96 – 906.12 of 3,29851.1013.8413.8463.99124.153.081.0044.163,297.630.05180.02137,471.556,962.919,974.0615,713.06reran · acceptedRanghola/S_EG_02__S04-DF-OT/ranghola_project.p01.hdf
SurajwadiS_EG_00S02-FW-PIPpipingfair weather (baseflow)50.2949.74Perimeter 1 To S1,010.84992.85 – 1,028.83 of 1,82742.5511.717.746.5435.991.160.6036.161,826.600.15980.0178993.18823.881,170.332,266.37retainedSurajwadi/S_EG_00__S02-FW-PIP/surajwadi_project.p01.hdf
SurajwadiS_EG_03S05-DF-PIPpipingdesign flood (IDF)50.2952.13Perimeter 1 To S1,010.84988.94 – 1,032.74 of 1,82742.5511.719.2510.7943.801.490.6036.161,826.600.06540.04942,068.351,156.821,892.733,433.29retainedSurajwadi/S_EG_03__S05-DF-PIP/surajwadi_project.p01.hdf
ThebiS_EG_00S02-FW-PIPpipingfair weather (baseflow)126.00125.72Perimeter 1 To S2,375.152,353.80 – 2,396.50 of 4,904117.7011.608.3010.0742.701.460.6036.904,904.440.24190.03441,115.721,036.752,031.74 3,748.31retainedThebi/S_EG_00__S02-FW-PIP/Thebi_project.p01.hdf
ThebiS_EG_02S04-DF-OTovertopdesign flood (IDF)126.00129.46Perimeter 1 To S2,375.152,331.08 – 2,419.22 of 4,904117.7011.6011.6024.1688.142.251.0036.904,904.440.05430.01263,896.993,513.126,420.56 10,631.16retainedThebi/S_EG_02__S04-DF-OT/Thebi_project.p01.hdf
Utavali-GS_EG_00S02-FW-PIPpipingfair weather (baseflow)49.3049.14Perimeter 1 To S2,692.942,674.16 – 2,711.72 of 4,98742.958.556.356.4037.561.570.6029.514,987.310.12850.0397729.53573.421,273.90 2,286.93retainedUtavali-G/S_EG_00__S02-FW-PIP/utavali_project.p01.hdf
Utavali-GS_EG_02S04-DF-OTovertopdesign flood (IDF)49.3051.65Perimeter 1 To S2,692.942,655.59 – 2,730.29 of 4,98742.958.558.5514.0574.702.331.0029.514,987.310.04420.02643,146.691,824.623,655.34 5,950.86retainedUtavali-G/S_EG_02__S04-DF-OT/utavali_project.p01.hdf
VadiS_EG_00S02-FW-PIPpipingfair weather (baseflow)134.00133.59Perimeter 1 To S4,957.554,936.11 – 4,978.99 of 7,099124.8012.159.2010.3842.881.410.6039.417,098.550.30020.03231,178.791,129.822,597.09 4,900.83retainedVadi/S_EG_00__S02-FW-PIP/vadi_project.p01.hdf
VadiS_EG_02S04-DF-OTovertopdesign flood (IDF)134.00136.76Perimeter 1 To S4,957.554,916.08 – 4,999.02 of 7,099124.8012.1512.1520.9482.942.001.0039.417,098.550.10450.02232,909.443,411.827,064.79 12,183.55retainedVadi/S_EG_02__S04-DF-OT/vadi_project.p01.hdf
VadiyaS_EG_00S02-FW-PIPpipingfair weather (baseflow)130.25128.90Perimeter 1 To S1,363.871,347.83 – 1,379.91 of 2,594120.6013.159.655.2532.090.930.6042.162,594.440.48800.04551,249.60869.881,538.593,286.13retainedVadiya/S_EG_00__S02-FW-PIP/vadiya.p01.hdf
VadiyaS_EG_02S04-DF-OTovertopdesign flood (IDF)130.25133.95Perimeter 1 To S1,363.871,330.53 – 1,397.21 of 2,594120.6013.1513.1512.3966.691.421.0042.162,594.440.15180.01173,341.922,885.634,785.089,055.59retainedVadiya/S_EG_02__S04-DF-OT/vadiya.p01.hdf
VaidyS_EG_00S02-FW-PIPpipingfair weather (baseflow)199.20197.09Perimeter 1 To S919.98900.65 – 939.31 of 1,279187.0017.1012.209.6338.670.960.6053.021,279.460.26540.02762,008.241,586.682,035.474,391.08retainedVaidy/S_EG_00__S02-FW-PIP/vaidy_project.p01.hdf
VaidyS_EG_03S05-DF-PIPpipingdesign flood (IDF)199.20202.02Perimeter 1 To S919.98896.30 – 943.66 of 1,279187.0017.1015.0215.7347.361.230.6053.021,279.460.10240.02063,207.732,250.233,493.457,023.30reran · acceptedVaidy/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).

Structural breach scenarios spillway / masonry — a different rule

DamRun idCanonicalinflowinitial mMSA mstationspan along conn. invertwidth mBasist_f h Q modelled m³/serr total %err 2D %StatusHDF in primary
BagadS_EG_05_SBRS09-SO-Hspillway opening60.4161.031,861.801,831.80 – 1,891.8051.5560.00ungated · 4 × 15 m monolith0.302,525.220.03630.0067retainedBagad/S_EG_05_SBR__S09-SO-H/bagad_project.p01.hdf
BelaS_EG_05_SBLS08-SO-Lspillway opening59.4460.501,085.001,055.00 – 1,115.0059.4260.00ungated · 4 × 15 m monolith0.3097.510.60930.6094retainedBela/S_EG_05_SBL__S08-SO-L/Bela.p01.hdf
BelaS_EG_05_SBRS09-SO-Hspillway opening59.4460.461,137.801,107.80 – 1,167.8059.3060.00ungated · 4 × 15 m monolith0.30108.020.62740.6265retainedBela/S_EG_05_SBR__S09-SO-H/Bela.p01.hdf
BhimdadS_E_05_SBLS08-SO-Lspillway opening104.85103.001,595.001,565.00 – 1,625.0090.6060.00ungated · 4 × 15 m monolith0.303,774.610.15120.1059retainedBhimdad/S_E_05_SBL__S08-SO-L/bhimdad_project.p01.hdf
BhimdadS_E_05_SBRS09-SO-Hspillway opening104.85103.001,644.751,614.75 – 1,674.7590.6060.00ungated · 4 × 15 m monolith0.303,774.610.14290.1062retainedBhimdad/S_E_05_SBR__S09-SO-H/bhimdad_project.p01.hdf
Dhatarwadi-IIS_EG_05_SBLS08-SO-Lspillway opening34.4140.46198.43158.85 – 238.0126.2579.16gated · k·bay + (k−1)·pier0.303,721.370.00920.0046retainedDhatarwadi-II/S_EG_05_SBL__S08-SO-L/dhatarwadi_project.p01.hdf
Dhatarwadi-IIS_EG_05_SBRS09-SO-Hspillway opening34.4140.60766.55726.97 – 806.1326.2579.16gated · k·bay + (k−1)·pier0.302,721.830.00860.0047retainedDhatarwadi-II/S_EG_05_SBR__S09-SO-H/dhatarwadi_project.p01.hdf
Ghelo-IS_EG_05_SBLS08-SO-Lspillway opening166.72159.86437.80407.80 – 467.80151.1060.00ungated · 4 × 15 m monolith0.302,307.310.05910.0097retainedGhelo-I/S_EG_05_SBL__S08-SO-L/ghelo_project.p01.hdf
Ghelo-IS_EG_05_SBRS09-SO-Hspillway opening166.72159.96591.16561.16 – 621.16151.1060.00ungated · 4 × 15 m monolith0.302,302.850.06810.0097retainedGhelo-I/S_EG_05_SBR__S09-SO-H/ghelo_project.p01.hdf
HamirparaS_EG_05_SBLS08-SO-Lspillway opening87.8086.551,065.591,049.42 – 1,081.7580.1132.33gated · k·bay + (k−1)·pier0.30709.610.06640.0135retainedHamirpara/S_EG_05_SBL__S08-SO-L/hamirpara_project.p01.hdf
HanolS_EG_05_SBLS08-SO-Lspillway opening90.1090.102,693.292,671.33 – 2,715.2584.1043.92gated · k·bay + (k−1)·pier0.30921.700.06150.0218retainedHanol/S_EG_05_SBL__S08-SO-L/hanol_project.p01.hdf
HanolS_EG_05_SBRS09-SO-Hspillway opening90.1090.512,797.592,775.63 – 2,819.5584.8343.92gated · k·bay + (k−1)·pier0.30863.100.61980.5492retainedHanol/S_EG_05_SBR__S09-SO-H/hanol_project.p01.hdf
Harnav-2S_EG_05_SBLS08-SO-Lspillway opening332.00326.50146.20124.70 – 167.70309.5043.00gated · k·bay + (k−1)·pier0.302,120.570.24720.0113retainedHarnav-2/S_EG_05_SBL__S08-SO-L/harnav_2_project.p01.hdf
Jaspara-MandavaS_EG_05_SBLS08-SO-Lspillway opening40.2537.461,086.781,056.78 – 1,116.7832.0060.00ungated · 4 × 15 m monolith0.301,065.312.10151.8087retainedJaspara-Mandava/S_EG_05_SBL__S08-SO-L/jaspara_mandava_pro.p01.hdf
Jaspara-MandavaS_EG_05_SBRS09-SO-Hspillway opening40.2540.551,168.781,138.78 – 1,198.7821.3560.00ungated · 4 × 15 m monolith0.30928.990.25960.2017retainedJaspara-Mandava/S_EG_05_SBR__S09-SO-H/jaspara_mandava_pro.p01.hdf
KalubharS_EG_05_SBLS08-SO-Lspillway opening60.4067.112,789.492,766.31 – 2,812.6645.0046.36gated · k·bay + (k−1)·pier0.307,054.640.06660.0378retainedKalubhar/S_EG_05_SBL__S08-SO-L/Kalubhar_109.p02.hdf
KalubharS_EG_05_SBRS09-SO-Hspillway opening60.4067.122,928.572,905.39 – 2,951.7445.0046.36gated · k·bay + (k−1)·pier0.307,001.440.06400.0408retainedKalubhar/S_EG_05_SBR__S09-SO-H/Kalubhar_109.p02.hdf
KaniyadS_EG_05_SBLS08-SO-Lspillway opening102.25101.561,001.42979.37 – 1,023.4797.5044.10gated · k·bay + (k−1)·pier0.30534.580.08160.0327retainedKaniyad/S_EG_05_SBL__S08-SO-L/Kaniyad.p01.hdf
KaniyadS_EG_05_SBRS09-SO-Hspillway opening102.25101.561,036.381,014.33 – 1,058.4397.5044.10gated · k·bay + (k−1)·pier0.30534.580.08160.0327retainedKaniyad/S_EG_05_SBR__S09-SO-H/Kaniyad.p01.hdf
KhambhadaS_EG_05_SBLS08-SO-Lspillway opening50.3549.791,943.581,903.80 – 1,983.3643.7079.55gated · k·bay + (k−1)·pier0.301,702.501.95391.8874retainedKhambhada/S_EG_05_SBL__S08-SO-L/khambhada_project.p01.hdf
KhambhadaS_EG_05_SBRS09-SO-Hspillway opening50.3549.922,006.921,967.14 – 2,046.7043.7079.55gated · k·bay + (k−1)·pier0.301,705.050.10000.0304retainedKhambhada/S_EG_05_SBR__S09-SO-H/khambhada_project.p01.hdf
KharoS_EG_05_SBLS08-SO-Lspillway opening54.1258.25785.41763.08 – 807.7445.0044.66gated · k·bay + (k−1)·pier0.303,139.900.02570.0092retainedKharo/S_EG_05_SBL__S08-SO-L/kharo_project_1.p01.hdf
KharoS_EG_05_SBRS09-SO-Hspillway opening54.1258.25912.91890.58 – 935.2445.0044.66gated · k·bay + (k−1)·pier0.303,134.130.08580.0558retainedKharo/S_EG_05_SBR__S09-SO-H/kharo_project_1.p01.hdf
MukteshwarS_EG_05_SBLS08-SO-Lspillway opening201.65199.42316.00286.89 – 345.11188.5058.21gated · k·bay + (k−1)·pier0.303,025.312.11912.0460retainedMukteshwar/S_EG_05_SBL__S08-SO-L/Mukteswar.p01.hdf
MukteshwarS_EG_05_SBRS09-SO-Hspillway opening201.65199.41361.72332.62 – 390.83188.5058.21gated · k·bay + (k−1)·pier0.303,049.072.34562.0360retainedMukteshwar/S_EG_05_SBR__S09-SO-H/Mukteswar.p01.hdf
RaidyS_EG_05_SBLS08-SO-Lspillway opening50.8553.58853.27831.22 – 875.3241.1044.10gated · k·bay + (k−1)·pier0.302,915.170.03050.0120retainedRaidy/S_EG_05_SBL__S08-SO-L/Raidy.p01.hdf
RaidyS_EG_05_SBRS09-SO-Hspillway opening50.8553.59911.53889.48 – 933.5841.1044.10gated · k·bay + (k−1)·pier0.302,915.150.02990.0121retainedRaidy/S_EG_05_SBR__S09-SO-H/Raidy.p01.hdf
RangholaS_EG_05_SBLS08-SO-Lspillway opening62.5066.0824.721.72 – 47.7257.0546.00gated · k·bay + (k−1)·pier0.301,798.410.03150.0263retainedRanghola/S_EG_05_SBL__S08-SO-L/ranghola_project.p01.hdf
RangholaS_EG_05_SBRS09-SO-Hspillway opening62.5065.72527.00504.00 – 550.0051.1046.00gated · k·bay + (k−1)·pier0.303,705.980.03350.0222retainedRanghola/S_EG_05_SBR__S09-SO-H/ranghola_project.p01.hdf
SurajwadiS_EG_05_SBLS08-SO-Lspillway opening50.2953.091,515.001,485.00 – 1,545.0046.4160.00ungated · 4 × 15 m monolith0.301,492.820.05880.0367retainedSurajwadi/S_EG_05_SBL__S08-SO-L/surajwadi_project.p01.hdf
SurajwadiS_EG_05_SBRS09-SO-Hspillway opening50.2953.841,775.001,745.00 – 1,805.0047.1360.00ungated · 4 × 15 m monolith0.301,410.300.00500.0031retainedSurajwadi/S_EG_05_SBR__S09-SO-H/surajwadi_project.p01.hdf
ThebiS_EG_05_SBLS08-SO-Lspillway opening126.00129.802,056.542,010.21 – 2,102.88109.4292.67gated · k·bay + (k−1)·pier0.304,908.820.51800.0125retainedThebi/S_EG_05_SBL__S08-SO-L/Thebi_project.p01.hdf
ThebiS_EG_05_SBRS09-SO-Hspillway opening126.00129.802,102.882,056.54 – 2,149.22109.4292.67gated · k·bay + (k−1)·pier0.304,964.400.40600.0459retainedThebi/S_EG_05_SBR__S09-SO-H/Thebi_project.p01.hdf
Utavali-GS_EG_05_SBLS08-SO-Lspillway opening49.3051.672,943.782,904.00 – 2,983.5642.9579.56gated · k·bay + (k−1)·pier0.303,032.550.03990.0274retainedUtavali-G/S_EG_05_SBL__S08-SO-L/utavali_project.p01.hdf
Utavali-GS_EG_05_SBRS09-SO-Hspillway opening49.3051.673,170.523,130.74 – 3,210.3042.9579.56gated · k·bay + (k−1)·pier0.303,018.920.03950.0274retainedUtavali-G/S_EG_05_SBR__S09-SO-H/utavali_project.p01.hdf
VadiS_EG_05_SBLS08-SO-Lspillway opening134.00134.864,107.754,085.80 – 4,129.70124.8043.90gated · k·bay + (k−1)·pier0.302,098.400.03970.0207retainedVadi/S_EG_05_SBL__S08-SO-L/vadi_project.p01.hdf
VadiS_EG_05_SBRS09-SO-Hspillway opening134.00134.874,156.554,134.60 – 4,178.50124.8043.90gated · k·bay + (k−1)·pier0.302,098.630.04010.0208retainedVadi/S_EG_05_SBR__S09-SO-H/vadi_project.p01.hdf
VadiyaS_EG_05_SBLS08-SO-Lspillway opening130.25129.361,149.381,127.41 – 1,171.36120.6043.95gated · k·bay + (k−1)·pier0.301,664.970.07930.0087retainedVadiya/S_EG_05_SBL__S08-SO-L/vadiya.p01.hdf
VadiyaS_EG_05_SBRS09-SO-Hspillway opening130.25129.361,163.431,141.46 – 1,185.40120.6043.95gated · k·bay + (k−1)·pier0.301,664.200.07890.0086retainedVadiya/S_EG_05_SBR__S09-SO-H/vadiya.p01.hdf
VaidyS_EG_05_SBLS08-SO-Lspillway opening199.20198.6641.0011.00 – 71.00193.2060.00ungated · 4 × 15 m monolith0.30860.083.00542.5719retainedVaidy/S_EG_05_SBL__S08-SO-L/vaidy_project.p01.hdf
VaidyS_EG_05_SBRS09-SO-Hspillway opening199.20198.46103.0073.00 – 133.00193.0060.00ungated · 4 × 15 m monolith0.30959.560.17220.0320retainedVaidy/S_EG_05_SBR__S09-SO-H/vaidy_project.p01.hdf

Non-failure scenarios routing, references and gate operations — no breach

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.

DamRun idCanonicalStakeholder label inflowinitial mMSA m err total %err 2D %HDF in primary
BagadS_EG_00_REFS01-FW-REFFair-weather no-failure referencefair weather (baseflow)60.4160.480.00290.0108Bagad/S_EG_00_REF__S01-FW-REF/bagad_project.p01.hdf
BagadS_EG_01S03-DF-REFDesign-flood no-failure routingdesign flood (IDF)60.4164.040.00720.0066Bagad/S_EG_01__S03-DF-REF/bagad_project.p01.hdf
BelaS_EG_00_REFS01-FW-REFFair-weather no-failure referencefair weather (baseflow)59.4459.470.00530.0004Bela/S_EG_00_REF__S01-FW-REF/Bela.p01.hdf
BelaS_EG_01S03-DF-REFDesign-flood no-failure routingdesign flood (IDF)59.4460.480.74400.7456Bela/S_EG_01__S03-DF-REF/Bela.p01.hdf
BhimdadS_E_00_REFS01-FW-REFFair-weather no-failure referencefair weather (baseflow)104.85104.950.00100.0162Bhimdad/S_E_00_REF__S01-FW-REF/bhimdad_project.p01.hdf
BhimdadS_E_01S03-DF-REFDesign-flood no-failure routingdesign flood (IDF)104.85109.570.09350.1044Bhimdad/S_E_01__S03-DF-REF/bhimdad_project.p01.hdf
Dhatarwadi-IIS_EG_00_REFS01-FW-REFFair-weather no-failure referencefair weather (baseflow)34.4136.130.00000.0000Dhatarwadi-II/S_EG_00_REF__S01-FW-REF/dhatarwadi_project.p01.hdf
Dhatarwadi-IIS_EG_01S03-DF-REFDesign-flood no-failure routing (all gates closed)design flood (IDF)34.4140.780.00410.0042Dhatarwadi-II/S_EG_01__S03-DF-REF/dhatarwadi_project.p01.hdf
Dhatarwadi-IIS_EG_06S06-DF-OPSDesign-flood routing (all gates open)design flood (IDF)34.4140.140.03910.0042Dhatarwadi-II/S_EG_06__S06-DF-OPS/dhatarwadi_project.p01.hdf
Dhatarwadi-IIS_EG_08_GFLS11-GF-LDesign-flood gate failure, left bankgate failure34.4140.640.00910.0047Dhatarwadi-II/S_EG_08_GFL__S11-GF-L/dhatarwadi_project.p01.hdf
Dhatarwadi-IIS_EG_08_GFRS12-GF-RDesign-flood gate failure, right bankgate failure34.4140.220.04200.0043Dhatarwadi-II/S_EG_08_GFR__S12-GF-R/dhatarwadi_project.p01.hdf
Ghelo-IS_EG_00_REFS01-FW-REFFair-weather no-failure referencefair weather (baseflow)166.72166.790.00380.0138Ghelo-I/S_EG_00_REF__S01-FW-REF/ghelo_project.p01.hdf
Ghelo-IS_EG_01S03-DF-REFDesign-flood no-failure routingdesign flood (IDF)166.72169.830.00360.0033Ghelo-I/S_EG_01__S03-DF-REF/ghelo_project.p01.hdf
HamirparaS01S01-FW-REFFair-weather no-failure referencefair weather (baseflow)87.8088.290.00080.0000Hamirpara/S01__S01-FW-REF/hamirpara_project.p01.hdf
HamirparaS03S03-DF-REFDesign-flood no-failure routingdesign flood (IDF)87.8090.690.01400.0153Hamirpara/S03__S03-DF-REF/hamirpara_project.p01.hdf
HamirparaS07S06-DF-OPSDesign-flood routing with all gates opendesign flood (IDF)87.8087.210.04000.0134Hamirpara/S07__S06-DF-OPS/hamirpara_project.p01.hdf
HanolS01S01-FW-REFFair-weather no-failure referencefair weather (baseflow)90.1090.220.00410.0000Hanol/S01__S01-FW-REF/hanol_project.p01.hdf
HanolS03S03-DF-REFDesign-flood no-failure routingdesign flood (IDF)90.1093.330.03680.0517Hanol/S03__S03-DF-REF/hanol_project.p01.hdf
HanolS05S06-DF-OPSDesign-flood routing with all gates opendesign flood (IDF)90.1089.990.05160.0229Hanol/S05__S06-DF-OPS/hanol_project.p01.hdf
Harnav-2S_EG_00_REFS01-FW-REFFair-weather no-failure referencefair weather (baseflow)332.00332.460.00310.0000Harnav-2/S_EG_00_REF__S01-FW-REF/harnav_2_project.p01.hdf
Harnav-2S_EG_01S03-DF-REFDesign-flood no-failure routing (all gates closed)design flood (IDF)332.00339.070.00810.0103Harnav-2/S_EG_01__S03-DF-REF/harnav_2_project.p01.hdf
Harnav-2S_EG_06S06-DF-OPSDesign-flood routing (all gates open)design flood (IDF)332.00331.330.03700.0119Harnav-2/S_EG_06__S06-DF-OPS/harnav_2_project.p01.hdf
Jaspara-MandavaS_EG_00_REFS01-FW-REFFair-weather no-failure referencefair weather (baseflow)40.2540.300.00290.0144Jaspara-Mandava/S_EG_00_REF__S01-FW-REF/jaspara_mandava_pro.p01.hdf
Jaspara-MandavaS_EG_01S03-DF-REFDesign-flood no-failure routing (all gates closed)design flood (IDF)40.2542.420.02160.0209Jaspara-Mandava/S_EG_01__S03-DF-REF/jaspara_mandava_pro.p01.hdf
KalubharS_EG_00_REFS01-FW-REFFair-weather no-failure referencefair weather (baseflow)60.4061.660.00010.0000Kalubhar/S_EG_00_REF__S01-FW-REF/Kalubhar_109.p02.hdf
KalubharS_EG_01S03-DF-REFDesign-flood no-failure routing (all gates closed)design flood (IDF)60.4067.770.04340.0488Kalubhar/S_EG_01__S03-DF-REF/Kalubhar_109.p02.hdf
KalubharS_EG_06S06-DF-OPSDesign-flood routing (all gates open)design flood (IDF)60.4061.590.03960.0310Kalubhar/S_EG_06__S06-DF-OPS/Kalubhar_109.p02.hdf
KaniyadS_EG_00_REFS01-FW-REFFair-weather no-failure referencefair weather (baseflow)102.25102.310.00310.0000Kaniyad/S_EG_00_REF__S01-FW-REF/Kaniyad.p01.hdf
KaniyadS_EG_01S03-DF-REFDesign-flood no-failure routingdesign flood (IDF)102.25104.970.07230.1381Kaniyad/S_EG_01__S03-DF-REF/Kaniyad.p01.hdf
KaniyadS_EG_06S06-DF-OPSDesign-flood routing with all gates opendesign flood (IDF)102.25101.790.07210.0318Kaniyad/S_EG_06__S06-DF-OPS/Kaniyad.p01.hdf
KhambhadaS_EG_00_REFS01-FW-REFFair-weather no-failure referencefair weather (baseflow)50.3550.640.00080.0000Khambhada/S_EG_00_REF__S01-FW-REF/khambhada_project.p01.hdf
KhambhadaS_EG_01S03-DF-REFDesign-flood no-failure routing (all gates closed)design flood (IDF)50.3552.060.03620.0389Khambhada/S_EG_01__S03-DF-REF/khambhada_project.p01.hdf
KhambhadaS_EG_06S06-DF-OPSDesign-flood routing (all gates open)design flood (IDF)50.3550.180.05610.0312Khambhada/S_EG_06__S06-DF-OPS/khambhada_project.p01.hdf
KharoS_EG_00_REFS01-FW-REFFair-weather no-failure referencefair weather (baseflow)54.1254.790.00040.0000Kharo/S_EG_00_REF__S01-FW-REF/kharo_project_1.p01.hdf
KharoS_EG_01S03-DF-REFDesign-flood no-failure routingdesign flood (IDF)54.1258.960.01110.0121Kharo/S_EG_01__S03-DF-REF/kharo_project_1.p01.hdf
KharoS_EG_06S06-DF-OPSDesign-flood routing with all gates opendesign flood (IDF)54.1255.000.03980.0103Kharo/S_EG_06__S06-DF-OPS/kharo_project_1.p01.hdf
MukteshwarS_EG_00_REFS01-FW-REFFair-weather no-failure referencefair weather (baseflow)201.65202.280.00080.0000Mukteshwar/S_EG_00_REF__S01-FW-REF/Mukteswar.p01.hdf
MukteshwarS_EG_01S03-DF-REFDesign-flood no-failure routing (all gates closed)design flood (IDF)201.65208.120.03160.0387Mukteshwar/S_EG_01__S03-DF-REF/Mukteswar.p01.hdf
MukteshwarS_EG_06S06-DF-OPSDesign-flood routing (all gates open)design flood (IDF)201.65199.940.06350.0382Mukteshwar/S_EG_06__S06-DF-OPS/Mukteswar.p01.hdf
RaidyS01S01-FW-REFFair-weather no-failure referencefair weather (baseflow)50.8551.690.00010.0000Raidy/S01__S01-FW-REF/Raidy.p01.hdf
RaidyS03S03-DF-REFDesign-flood no-failure routingdesign flood (IDF)50.8555.500.01340.0143Raidy/S03__S03-DF-REF/Raidy.p01.hdf
RaidyS05S06-DF-OPSDesign-flood routing with all gates opendesign flood (IDF)50.8551.350.03200.0117Raidy/S05__S06-DF-OPS/Raidy.p01.hdf
RangholaS_EG_00_REFS01-FW-REFFair-weather no-failure referencefair weather (baseflow)62.5062.810.00010.0000Ranghola/S_EG_00_REF__S01-FW-REF/ranghola_project.p01.hdf
RangholaS_EG_01S03-DF-REFDesign-flood no-failure routingdesign flood (IDF)62.5066.270.02390.0267Ranghola/S_EG_01__S03-DF-REF/ranghola_project.p01.hdf
RangholaS_EG_06S06-DF-OPSDesign-flood routing with all gates opendesign flood (IDF)62.5065.740.03340.0276Ranghola/S_EG_06__S06-DF-OPS/ranghola_project.p01.hdf
SurajwadiS_EG_00_REFS01-FW-REFFair-weather no-failure referencefair weather (baseflow)50.2950.390.00140.0126Surajwadi/S_EG_00_REF__S01-FW-REF/surajwadi_project.p01.hdf
SurajwadiS_EG_01S03-DF-REFDesign-flood no-failure routingdesign flood (IDF)50.2953.770.00700.0068Surajwadi/S_EG_01__S03-DF-REF/surajwadi_project.p01.hdf
ThebiS_EG_00_REFS01-FW-REFFair-weather no-failure referencefair weather (baseflow)126.00126.620.00020.0000Thebi/S_EG_00_REF__S01-FW-REF/Thebi_project.p01.hdf
ThebiS_EG_01S03-DF-REFDesign-flood no-failure routing (all gates closed)design flood (IDF)126.00130.160.01300.0142Thebi/S_EG_01__S03-DF-REF/Thebi_project.p01.hdf
ThebiS_EG_06S06-DF-OPSDesign-flood routing (all gates open)design flood (IDF)126.00126.700.03610.0157Thebi/S_EG_06__S06-DF-OPS/Thebi_project.p01.hdf
Utavali-GS_EG_00_REFS01-FW-REFFair-weather no-failure referencefair weather (baseflow)49.3050.200.00000.0000Utavali-G/S_EG_00_REF__S01-FW-REF/utavali_project.p01.hdf
Utavali-GS_EG_01S03-DF-REFDesign-flood no-failure routing (all gates closed)design flood (IDF)49.3052.080.03230.0344Utavali-G/S_EG_01__S03-DF-REF/utavali_project.p01.hdf
Utavali-GS_EG_06S06-DF-OPSDesign-flood routing (all gates open)design flood (IDF)49.3049.100.05520.0293Utavali-G/S_EG_06__S06-DF-OPS/utavali_project.p01.hdf
VadiS_EG_00_REFS01-FW-REFFair-weather no-failure referencefair weather (baseflow)134.00134.370.00050.0000Vadi/S_EG_00_REF__S01-FW-REF/vadi_project.p01.hdf
VadiS_EG_01S03-DF-REFDesign-flood no-failure routing (all gates closed)design flood (IDF)134.00137.330.02330.0263Vadi/S_EG_01__S03-DF-REF/vadi_project.p01.hdf
VadiS_EG_06S06-DF-OPSDesign-flood routing (all gates open)design flood (IDF)134.00134.130.03810.0217Vadi/S_EG_06__S06-DF-OPS/vadi_project.p01.hdf
VadiyaS_EG_00_REFS01-FW-REFFair-weather no-failure referencefair weather (baseflow)130.25130.540.00010.0000Vadiya/S_EG_00_REF__S01-FW-REF/vadiya.p01.hdf
VadiyaS_EG_01S03-DF-REFDesign-flood no-failure routing (all gates closed)design flood (IDF)130.25134.310.00980.0118Vadiya/S_EG_01__S03-DF-REF/vadiya.p01.hdf
VadiyaS_EG_06S06-DF-OPSDesign-flood routing (all gates open)design flood (IDF)130.25130.380.04430.0079Vadiya/S_EG_06__S06-DF-OPS/vadiya.p01.hdf
VaidyS_EG_00_REFS01-FW-REFFair-weather no-failure referencefair weather (baseflow)199.20199.270.00240.0074Vaidy/S_EG_00_REF__S01-FW-REF/vaidy_project.p01.hdf
VaidyS_EG_01S03-DF-REFDesign-flood no-failure routing (all gates closed)design flood (IDF)199.20202.020.01620.0161Vaidy/S_EG_01__S03-DF-REF/vaidy_project.p01.hdf

Breach locations as marked by the supplier — one per dam, all 26

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/.

Show all 26 breach-location figures

Defect ledger — every quarantined scenario, forever

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.

DamRun idstatus new vol err %new distinct n replacement sha256old sha256 (do not use)
BagadS_EG_05_SBLrunning again2fc9fb9d1afa41f7
GomaS_EG_00running again10d56ed9058e4d35
GomaS_EG_00_REFrunning againa5a369c0fb04929d
GomaS_EG_01running againf545df60e6b42a7a
GomaS_EG_03running again555a7a9ab7b88930
GomaS_EG_05_SBLrunning again7b5b974eb459c85d
GomaS_EG_05_SBRrunning againf17969d51c1b155f
KhodiyarS_EG_00running again18a65eaa0321baaa
KhodiyarS_EG_00_REFrunning again0e83a9aea78a3617
KhodiyarS_EG_01running againe1907260c5a67290
KhodiyarS_EG_02running againc7a90d8e90ad8f75
KhodiyarS_EG_05_SBLrunning again088cd430a226575a
KhodiyarS_EG_05_SBRrunning againd9976f1b24fb4b01
KhodiyarS_EG_06running again8d82d8b5d07cab68
MunjiyasarS_EG_00_REFrunning again3eb90e0a4c05cfb5
MunjiyasarS_EG_01running againe60571113f291e30
MunjiyasarS_EG_03running again125657789a83685f
MunjiyasarS_EG_05_SBLrunning again0d87bcfc6e3816d0
MunjiyasarS_EG_05_SBRrunning again7e2141c7904ee5b6
VaranshiS_EG_00running again17ddd31c291f00a2
VaranshiS_EG_00_REFrunning again057f5eb179571658
VaranshiS_EG_01running again364dddd9d910d6f5
VaranshiS_EG_02running again6f52e1111a73e9b3
VaranshiS_EG_05_SBLrunning again540310fbae316bc3
VaranshiS_EG_05_SBRrunning againc6614ac795bbdb72
VaranshiS_EG_06running again90f2d2777e1f2406
BagadS_EG_00DEFECT FIXED0.26477549e34b4af9b30652d362b4ba7f19eba
BagadS_EG_00_REFDEFECT FIXED0.00377931f18ef6853e7fbac1e5efa28ce5f71
BagadS_EG_01DEFECT FIXED0.015578e8a1f5a8e6aa042f1a004fdabb6189e
BagadS_EG_03DEFECT FIXED0.048470c5893bdd8e426b46dea657cae9124a4
BagadS_EG_05_SBRDEFECT FIXED0.045077e8fc6932959e0b4507d1dbc6c24d79c
KaniyadS_EG_00_REFDEFECT FIXED0.003182f0c96e9a05d96fd83552135c5e4663d
KaniyadS_EG_01DEFECT FIXED0.07038e1d8163f764b118cfff8c4fb2e0612ec
KaniyadS_EG_05_SBLDEFECT FIXED0.08038295cabfb372d4db104882b3d8611cc9f
KaniyadS_EG_05_SBRDEFECT FIXED0.08048df44db750e4fe56ef45e302c00d7fecc
KaniyadS_EG_06DEFECT FIXED0.071284220cddec6e83c0e5cb8663627536274

Superseded — never report from these

Retired in the register's band column and excluded from the primary store.

DamRetired run idwidth mDisposition
BhimdadS_E_0561.70replaced by k=4 CWC envelope, 2026-08-13
Dhatarwadi-IIS_EG_0520.43replaced by k=4 CWC envelope, 2026-08-13
HamirparaS0523.18replaced by k=4 CWC envelope, 2026-08-13
HamirparaS0623.18replaced by k=4 CWC envelope, 2026-08-13
HanolAS-0181.13replaced by k=4 CWC envelope, 2026-08-13

Relations and citation

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.

† Note on L_a — reported, with a caveat

L_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.

DamScenarioL_a m × the fitted bound sensitivity: ΔQ_max if the bound were imposed
VadiS_EG_007,098.551.73×-14.25 %
VadiS_EG_027,098.551.73×-14.25 %
Utavali-GS_EG_004,987.311.22×-5.34 %
Utavali-GS_EG_024,987.311.22×-5.34 %
KalubharS_EG_004,919.261.20×-4.97 %
KalubharS_EG_024,919.261.20×-4.97 %
ThebiS_EG_004,904.441.20×-4.89 %
ThebiS_EG_024,904.441.20×-4.89 %
HanolS024,879.891.19×-4.76 %
HanolS044,879.891.19×-4.76 %
MunjiyasarS_EG_004,459.311.09×-2.32 %
MunjiyasarS_EG_034,459.311.09×-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.