K10 - Regional analysis |
K10.1.04 |
Methods of hydrological basis comparison |
K10.2.04 |
Regional analyses of streamflow characteristics |
K10.2.05 |
Regionalization of flow duration curves (REGFLOW) |
K10.2.06 |
Reservoir flood estimation |
K10.2.07 |
Regional flood estimation methods for developing countries |
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K15 - Site-specific flood studies |
K15.1.01 |
Design flood estimation using historical flood data in frequency analysis |
K15.1.02 |
Methods for computing design floods |
K15.1.04 |
Hydrologic and hydraulic procedures for flood plain delineation |
K15.2.01 |
Techniques for estimation of probable maximum precipitation |
K15.2.02 |
Expected annual flood damage computation (EAD) (761-X6-L7580) |
K15.3.02 |
Dam-break flood model (DAMBRK) |
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K22 - Rainfall-runoff simulation models |
K22.1.01 |
Runoff calculation by the storage function method |
K22.1.03 |
Tabular method for determining peak discharge |
K22.1.04 |
SITES Water resource site analysis computer program |
K22.1.06 |
Engineering field manual for soil and water conservation practices |
K22.1.07 |
Graphical method for determining peak discharge |
K22.1.10 |
The unitgraph lumped technical review and analysis model (ULTRA) |
K22.1.11 |
Unit hydrograph (DCUH) |
K22.2.02 |
Flood hydrograph package (HEC-1) |
K22.2.07 |
Aggregated runoff from small catchments based on stochastic representation of storm events |
K22.2.09 |
The basin storage and water balance analysis package (BSTOR) |
K22.2.10 |
Hydrological rainfall runoff model (HYRROM) |
K22.2.11 |
Unit hydrographs and component flows from rainfall, evaporation and streamflow data (PC IHACRES) |
K22.2.12 |
Non-linear rainfall runoff model - URBS |
K22.3.01 |
Urban rainfall-runoff model (SWMM) |
K22.3.02 |
Computer program for project formulation - Hydrology (TR-20) |
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K35 - Streamflow simulation and routing |
K35.1.04 |
Computation of water-surface profiles in open channels |
K35.1.05 |
Numerical solutions of the non-linear Muskingum method |
K35.2.03 |
Lag and K routing (NWSRFS-LAG/K) |
K35.2.06 |
Water-surface profile computation model (WSPRO) |
K35.2.09 |
Interior Flood Hydrology (HEC-IFH) |
K35.3.06 |
River Analysis System (HEC-RAS) |
K35.3.13 |
Branch-network dynamic flow model (BRANCH) |
K35.3.14 |
Flow model for a one dimensional system of open channels based on the diffusion analogy (DAFLOW) |
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For additional components modelling estuary flows with temperature and salinity distribution see also subsections K54 Water temperature studies, and K55 Water quality studies. |
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K45 - Routing through reservoirs and lakes |
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No component presently available |
K54 - Water temperature studies |
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No component presently available |
K55 - Water quality studies |
K55.1.01 |
Estimating contaminant loads in rivers |
K55.1.02 |
Integration and Coupling of Hydrological Models with Water Quality Models: Applications in Europe |
K55.2.01 |
Graphical and interactive software for detecting trends |
K55.2.04 |
Transport model for a one dimensional system of open channels (BLTM) |
K55.2.06 |
Modelling faecal coliform concentrations in streams |
K55.3.04 |
Mathematical model for two dimensional salinity distribution in estuaries |
K55.3.05 |
Environmental (water quality) information software (RAISON/GEMS) |
K55.3.07 |
PC-QUASAR - Quality simulation along rivers |
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K65 - Sediment studies |
K65.2.02 |
Scour and deposition in rivers and reservoirs (HEC-6) |
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K70 - Design and evaluation of water resource projects |
K70.1.01 |
Storm drainage |
K70.1.02 |
Modern irrigation technologies for smallholders in developing countries |
K70.1.03 |
Productive water points in dryland areas |
K70.2.01 |
CRIWAR 2.0 - A simulation model on crop irrigation water requirements |
K70.2.02 |
Assessment of small-scale hydropower resources - HydrA |
K70.3.01 |
BASCAD - Design and evaluation of level basin irrigation |
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K75 - Design and operating policies of reservoirs |
K75.2.05 |
Operational control rules based on components |
K75.3.02 |
Simulation of flood control and conservation systems (HEC-5) |