Hydrological analysis for dams

Hydrological analysis for dams consists of the following components: 

·         Collection & Review of Previous Study Reports
·         Hydro -Meteorological  Data
­   Rainfall Data
-       Daily rainfall data
-       1-day annual maximum rainfall data
-       Hourly rainfall data
­   Discharge Data
-       Instantaneous peak discharge data
­   Evaporation Data
­   Sedimentation Data
·         Preliminary Desk study
·         Site Visit
·         Marking of Catchment Area
·         Determination of Catchment Parameters
­   Catchment area
­   Length of longest stream
­   Top & bottom elevation of longest stream
­   Longitudinal profile of longest stream
­   Curve number
·         Water Availability studies
­   Water availability with stream flow data
­   Water availability with stream flow data
·         Flow Duration Curve
·         Frequency analysis
­   1-day EV1
­   Log pearson type III
­   GEV
·         Intensity Duration Frequency Curve
·         Design Flood  Studies
­   NRCS Unit Hydrograph Method
-       Unit hydrograph
­   Input Parameters for Worksheet Model
-       Average precipitation
-       Return period
-       Time of concentration
-       n-coefficient
-       1-day to 24 hour rainfall conversion factor
-        Point to area reduction factor
-       Cutoff value
-       Time interval
­   Methodology For Worksheet Model
·         PMP/PMF Studies
­   Data Required for Estimation of Standard PMP
­   Probable maximum precipitation (PMP)
­   Meteorological Analysis
·         Flood Routing Studies
­   Purpose of flood routing
­   Input data
-       Elevation-area-capacity
-        Maximum conservation level
-       Inflow flood hydrograph (From design flood worksheet)
­   Methodology For Worksheet Model
·         Sedimentation Studies
­   Measurement methods for sediment
-       Direct measurement
-        Mathematical models
­    Models for sedimentation studies
·         Reservoir Operation Studies
­   Input data
-       Elevation, area, capacity data
-       Evaporation data
-       Water demand
-       10-daily Inflow data
-       Maximum conservation level
-       Storage at maximum conservation level
-       Dead storage level
-       Dead storage capacity
­   Methodology For Worksheet Model
-       MIKE by DHI has different sediment transport modules for its software
-       HEC RAS sediment transport module (free of cost)
-       HEC-6 (free of cost)
·         Dam Break Studies
­   Components
-                 Breach parameters
-       Downstream flood wave propogation
·         Design Flood
­   By Rational Method
-       Assumptions for using rational formula
-       Input parameters

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