Applied Hydrology Flood Routing & Detention Basin Design Professor Ke-Sheng Cheng Dept. of Bioenvironmental Systems Engineering National Taiwan University RSLAB-NTU Lab for Remote Sensing Hydrology and Spatial Modeling 1 The storage effect The storage effect of a water-retention structure or a channel reach can change the shape of the inflow hydrograph. Therefore two types of routing procedures are needed to calculate the outflow hydrograph. Level-pool routing Channel routing RSLAB-NTU Lab for Remote Sensing Hydrology and Spatial Modeling 2 Level-Pool Routing (Reservoir Routing) For a reservoir the outflow is uniquely controlled by the water depth (or stage) of the reservoir pool. Also, the reservoir storage is a single-value function of the stage. Flow velocity in the reservoir is usually very low. RSLAB-NTU Lab for Remote Sensing Hydrology and Spatial Modeling 3 Comparison of flow routing under invariable and variable stage-discharge (S~Q) relationships Invariable S~Q relationship RSLAB-NTU Lab for Remote Sensing Hydrology and Spatial Modeling Variable S~Q relationship 4 Discharge under variable S~Q relationship RSLAB-NTU Lab for Remote Sensing Hydrology and Spatial Modeling 5 Reservoir routing Modified puls method (Storage indication method) RSLAB-NTU Lab for Remote Sensing Hydrology and Spatial Modeling 6 + RSLAB-NTU Lab for Remote Sensing Hydrology and Spatial Modeling 7 RSLAB-NTU Lab for Remote Sensing Hydrology and Spatial Modeling 8 An example Given the following storage-outflow relationship and inflow hydrograph, calculate the outflow hydrograph. (Use 10minute routing interval). RSLAB-NTU Lab for Remote Sensing Hydrology and Spatial Modeling 9 Stage~storage~outflow relationship RSLAB-NTU Lab for Remote Sensing Hydrology and Spatial Modeling 10 RSLAB-NTU Lab for Remote Sensing Hydrology and Spatial Modeling 11 Reservoir routing as a computation of mass balance For a reservoir the outflow is uniquely controlled by the water depth (or stage) of the reservoir pool. Also, the reservoir storage is a single-value function of the stage. As a result, given a stage the reservoir storage and outflow can be uniquely determined, if the stage~storage and stage~outflow relationships are known. An intuitive trial-and-error approach for reservoir routing can be implemented. RSLAB-NTU Lab for Remote Sensing Hydrology and Spatial Modeling 12 Alternative solution Stage~storage Stage~discharge RSLAB-NTU Lab for Remote Sensing Hydrology and Spatial Modeling 13 Spreadsheet calculation RSLAB-NTU Lab for Remote Sensing Hydrology and Spatial Modeling 14 Inflow-outflow-(10*storage) RSLAB-NTU Lab for Remote Sensing Hydrology and Spatial Modeling 15 Example of reservoir routing RSLAB-NTU Lab for Remote Sensing Hydrology and Spatial Modeling 16 Channel routing RSLAB-NTU Lab for Remote Sensing Hydrology and Spatial Modeling 17
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