Hydrologic Simulation Models

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Hydrologic Modeling with HEC-HMS
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Presentation transcript:

Hydrologic Simulation Models Learning Objectives Use hydrologic simulation models to expedite hydrologic calculations Determine the appropriate parameters for input to models depending on the setting and problem being addressed Prepare the input to a hydrologic model (HEC HMS) for solution of hydrologic design problems Run the model and interpret the output of hydrologic models for application in design

HEC HMS http://www.hec.usace.army.mil/software/hec-hms/

Example 5-1 (page 335) Subbasin Tc (hr) R (hr) CN Area (mi2) 1 2.5 5.5 66 2 2.8 7.5 58 2.7 3 3.3 Suppose that a development is proposed that changes land use and the CN in subbasin 3 from 58 to 70, what is the impact on the hydrograph?

What Are Hydrologic Models used for? to evaluate the response sensitivity of an input action in the context of design or solving a problem (Engineering) to encode and encapsulate knowledge and test hypotheses (Science/Research) to organize and structure the examination of available data and information focused on the problem at hand to formalize communication across disciplines (solving problems involving multiple disciplines)

Example: A distributed catchment-scale water resources planning model The Water Resources Inventory Area 1 (WRIA 1) Nooksack hydrologic model for decision support

Integrated model of Hydrologic, Water Management and Consumption processes at each “catchment” Competition for water resources among users Human activities can alter water balance having effects on stream ecosystems and water quality Simulation modeling used to quantify the likely impacts of water management choices

The impact on streamflow of future development Ratio of mean streamflow simulated under future buildout conditions to mean streamflow simulated under existing conditions.

Figure 24. Streamflow at ProjnodeID=164, Drainage 87, Deer Creek. Figure 25. Existing conditions simulation of user withdrawals from Deer Creek Drainage (Drainage 87)

Figure 12. Flow duration curves for October and March in Bertrand Creek

Table 5-3

Components of an HEC-HMS Model Basin Model Basin Subbasin, Reach, Reservoir, Junction, Diversion, Source, Sink Meteorologic Model Specified hyetograph, gage weights, frequency storm, gridded precipitation, inverse distance, SCS storm Control Specifications Start, end, time interval Time series data Precip, discharge, stage, temperature, solar radiation, wind speed, humidity, air pressure Paired data Storage-discharge, elevation-area, elevation-storage, elevation-discharge, inflow-diversion, diameter-percentage, cross-sections, unit hydrograph