Us Army Corps Of Engineers Gridded Surface Subsurface Hydrologic Analysis Gssha Model PDF Download

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Unsteady Storm Drainage Modeling Within the U.S. Army Corps of Engineers GSSHA Model

Unsteady Storm Drainage Modeling Within the U.S. Army Corps of Engineers GSSHA Model
Author:
Publisher:
Total Pages: 95
Release: 2004
Genre:
ISBN:

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The ability to specifically simulate unsteady hydraulics in subsurface storm and tile drains was included in the formulation of the Gridded Surface Subsurface Hydrologic Analysis (GSSHA) model. Simulations were performed to determine model sensitivity to parameters, and the hydrologic significance of subsurface drains.


Gridded Surface Subsurface Hydrologic Analysis (GSSHA) Model Simulation of Hydrologic Conditions and Restoration Scenarios for the Judicial Ditch 31 Watershed, Minnesota

Gridded Surface Subsurface Hydrologic Analysis (GSSHA) Model Simulation of Hydrologic Conditions and Restoration Scenarios for the Judicial Ditch 31 Watershed, Minnesota
Author:
Publisher:
Total Pages: 27
Release: 2002
Genre:
ISBN:

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The purpose of this demonstration was to simulate the hydrology of a small, extensively ditched and tiled agricultural watershed located in western Minnesota (Judicial Ditch 31) using the physically based, multi-dimensional watershed hydrology model: Gridded Surface Subsurface Hydrologic Analysis Model (GSSHA). The original GSSHA model, which solves a one-dimensional form of the Richard's Equation to estimate groundwater recharge, was modified to allow a simplified infiltration/soil moisture accounting routine (Green and Ampt with Redistribution) to provide recharge values. The modified model was then applied to the Judicial Ditch (JD31) watershed in an effort to simulate both surface water runoff and subsurface (i.e., primarily tile drainage) flow. The location of the network of tile drains was determined by modeling the basin with only the ditches, and defining ponded areas in the watershed as regions drained by subsurface tiles, since no water currently ponds in the watershed. These tile drainage areas were then simulated by: (a) modeling them as highly porous soils to simulate the present lake ponding on land surface (Model 1), and (b) modeling the tile drains as a network of small, rough channel sections (Model 2). These two models were calibrated against observed data for the period of June through July 2000. Both models were capable of representing smaller events and baseflow. Model 2 provided better representations of larger events, especially the storm volumes. Model 1 was used to estimate the effects of wetland restoration on surface ponding for wet, dry, and normal rainfall using the June - July period. The tile drainage areas were divided into four regions within the watershed and the effects of restoring 25, 50, 75, and 100 percent of the original wetland areas on surface ponding were examined.


Primer: Using Watershed Modeling System (WMS) for Gridded Surface Subsurface Hydrologic Analysis (GSSHA) Data Development - WMS 6.1 and GSSHA 1.43C.

Primer: Using Watershed Modeling System (WMS) for Gridded Surface Subsurface Hydrologic Analysis (GSSHA) Data Development - WMS 6.1 and GSSHA 1.43C.
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Total Pages: 0
Release: 2003
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ISBN:

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This document is a primer for use of the Watershed Modeling System (WMS) interface with the physically based, distributed-parameter hydrologic model Gridded Surface Subsurface Hydrologic Analysis (GSSHA). The primary purpose of this primer is to describe how the WMS interface is used to develop inputs and analyze output from the GSSHA model. This primer also provides a brief description of the GSSHA model including the overall model formulation, processes that can be simulated, and input formats for files not supported by WMS. Along with the WMS 'how-to' information, the primer provides hints on appropriate values to use in a GSSHA simulation, potential problem areas, and trouble shooting suggestions. However, this primer is not meant to be a substitute for the GSSHA User's Manual, which should be consulted for specific information on the GSSHA model. Many of the concepts used in the GSSHA model are complex, and an in-depth knowledge of the processes involved and the solution methods available are critical for successful application of the model. It is highly recommended that users obtain and read the GSSHA User's Manual before attempting to use the GSSHA model. In addition, many of the procedures outlined in this primer are described in greater detail in the WMS Help File. User's should be aware that the GSSHA model is always in development and is constantly being improved, refined, and updated with new ideas. Typically, linkage with the WMS interface is the last task completed in new model developments, after development, implementation, and testing of the new feature in GSSHA are complete. Therefore, WMS may not support new developments in the GSSHA model. Some files that the GSSHA model uses, such as the rainfall and hydrometeorological data files for long-term simulations, are not supported by the WMS interface. Files that WMS does not support are pointed out in the primer and also in the User's Manual.


Watershed Models

Watershed Models
Author: Vijay P. Singh
Publisher: CRC Press
Total Pages: 678
Release: 2010-09-28
Genre: Science
ISBN: 1420037439

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Watershed modeling is at the heart of modern hydrology, supplying rich information that is vital to addressing resource planning, environmental, and social problems. Even in light of this important role, many books relegate the subject to a single chapter while books devoted to modeling focus only on a specific area of application. Recognizing the


Distributed Hydrologic Modeling Using GIS

Distributed Hydrologic Modeling Using GIS
Author: Baxter E. Vieux
Publisher: Springer Science & Business Media
Total Pages: 305
Release: 2006-04-11
Genre: Science
ISBN: 1402024606

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1. 5 REFERENCES 127 7 DIGITAL TERRAIN 129 1. 1 INTRODUCTION 129 1. 2 DRAINAGE NETWORK 130 1. 3 DEFINITION OF CHANNEL NETWORKS 135 1. 4 RESOLUTION DEPENDENT EFFECTS 138 1. 5 CONSTRAINING DRAINAGE DIRECTION 141 1. 6 SUMMARY 145 1. 7 REFERENCES 146 8 PRECIPITATION MEASUREMENT 149 1. 1 INTRODUCTION 149 1. 2 RAIN GAUGE ESTIMATION OF RAINFALL 151 ADAR STIMATION OF RECIPITATION 1. 3 R E P 155 1. 4 WSR-88D RADAR CHARACTERISTICS 167 1. 5 INPUT FOR HYDROLOGIC MODELING 172 1. 6 SUMMARY 174 1. 7 REFERENCES 175 9 FINITE ELEMENT MODELING 177 1. 1 INTRODUCTION 177 1. 2 MATHEMATICAL FORMULATION 182 1. 3 SUMMARY 194 1. 4 REFERENCES 195 10 DISTRIBUTED MODEL CALIBRATION 197 1. 1 INTRODUCTION 197 1. 2 CALIBRATION APPROACH 199 1. 3 DISTRIBUTED MODEL CALIBRATION 201 1. 4 AUTOMATIC CALIBRATION 208 1. 5 SUMMARY 214 1. 6 REFERENCES 214 11 DISTRIBUTED HYDROLOGIC MODELING 217 1. 1 INTRODUCTION 218 1. 2 CASE STUDIES 218 1. 3 SUMMARY 236 1. 4 REFERENCES 237 12 HYDROLOGIC ANALYSIS AND PREDICTION 239 1. 1 INTRODUCTION 239 x Distributed Hydrologic Modeling Using GIS 1. 2 VFLOTM EDITIONS 241 1. 3 VFLOTM FEATURES AND MODULES 242 1. 4 MODEL FEATURE SUMMARY 245 1. 5 VFLOTM REAL-TIME 256 1. 6 DATA REQUIREMENTS 258 1. 7 RELATIONSHIP TO OTHER MODELS 259 1. 8 SUMMARY 260 1.