Define Precipitation of the GSSHA model in WMS 5 of 9

>> YOUR LINK HERE: ___ http://youtube.com/watch?v=hDOLB39Ytas

The need to simulate surface water flows in watersheds with diverse runoff production mechanisms has led to the development of the physically-based hydrologic model Gridded Surface Subsurface Hydrologic Analysis (GSSHA). GSSHA is a reformulation and enhancement of the two-dimensional, physically-based model CASC2D. The GSSHA model is capable of simulating streamflow generated by a variety of sources, including runoff due to infiltration excess and saturated sources areas and seeps, as well as direct interaction between streams and the saturated groundwater. The model employs mass-conserving solutions of partial differential equations. The hydrologic components are closely linked, assuring an overall mass balance. The model has been applied to a diverse variety of projects and has been proven useful for analysis of hydrologic and sedimentation processes, and can provide the information needed for designed systems and the potential effects of projects, land-use change, environmental restoration, best management practices, climate change, and related issues. • As many users may be aware, support of features in WMS typically lags behind the development of GSSHA. This is necessary that we must settle on final GSSHA inputs and outputs before we ask them to be added to WMS. While we strongly encourage GSSHA users to use WMS for pre and post-processing. • GSSHA is developed and maintained by the US Army Engineer Research and Development Center (ERDC) Hydrologic Modeling Branch, in the Coastal and Hydraulics Laboratory. • Chapters: • 00:00 The title • 00:35 Continuing the implementation by going to step 13 (DEFINE PRECIPITATION) in the HYDROLOGIC MODELING WIZARD) • 01:29 What are the two different ways that rainfall input can be specified? • 02:13 Using the UNIFORM INTENSITY method • 03:37 Using the SPATIALLY / TEMPORALLY VARYING method • 05:20 Step 1 (Defining Precipitation) • 06:12 Step 2 (assigning the stations ’ or gages’ locations of the study area) • 06:40 Step 3 (inputting the rainfall data into the GAGE 1) • 11:19 Step 4 (inputting the rainfall data into the GAGE 2) • 12:58 Step 5 (inputting the rainfall data into the GAGE 3) • 14:38 Step 6 (inputting the rainfall data into the GAGE 4) • Channel Website link • / @awrenow • Channel page Website link • / advanced-water-resources-engineering-11889... • Website • https://clic.ly/advanced-water-resour... • Email: [email protected]

#############################

New on site