Water Resource Software APPLICATION OVERVIEW and REVIEW Public Disclosure Authorized Public Disclosure Authorized
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Caribou/Poker Creek Research Watershed
Conceptualizing Peatlands in a Physically-Based Spatially Distributed Hydrologic Model Charles W. Downer and Mark D. Wahl Coastal and Hydraulics Laboratory, U.S. Army Engineer Research and Development Center HS10.8 A.370. European Geosciences Union General Assembly 2017,Vienna, Austria Moss/Peat as Vegetative Abstract Soils at Caribou/Poker Creeks Research Watershed Land Cover at Caribou/Poker Creeks Research Watershed Roughness 0.18 Vegetation Conceptualization 0.16 As part of a research effort focused on climate change effects on permafrost near • Increased the overland roughness Fairbanks, Alaska, it becam e apparent t hat peat soils, overlain by thick sphagnum values of the peat and sphagnum 0.14 m oss, had a considerable effect on the overall hydrology. Peat lands represent a well beyond the range associat ed 0.12 with the forested landuse. 0.10 confounding mixture of vegetation, soils, and w at er t hat present challenges for Data • Failed to m at ch the timing of the conceptualizing and parametrizing hydrologic models. We employed the Gridded 0.08 peak and overall shape of the Su r f ac e Subsurface Hydrologic Analysis Model (GSSHA) in our analysis of the 0.06 observed hydrograph. Caribou Poker Creek Experimental Watershed (CPCRW). Th e model enables 0.04 simulation of surface w at er and groundwater interactions, as well as soil • Over lan d flow equations with 0.02 temperature and frozen ground effects on subsurface w at er movement. A sit e increased roughness poorly represent the lat eral fluxes 0 visit exposed the presence of surface w at er flows indicating a mixed basin t hat 0 200 400 600 800 1000 1200 1400 1600 1800 2000 Time would require both surface and subsurface simulation capability to properly through the peat . -
A Review of Watershed and Water Quality Tools for Nutrient Fate and Transport
EPA 600/R-19/232 | December 2019 | www.epa.gov/research A Review of Watershed and Water Quality Tools for Nutrient Fate and Transport Office of Research and Development Center for Environmental Solutions & Emergency Response | Groundwater Characterization & Remediation Division EPA 600/R-19/232 December 2019 A Review of Watershed and Water Quality Tools for Nutrient Fate and Transport Tadesse Sinshaw National Research Council Resident Research Associate United States Environmental Protection Agency Robert S. Kerr Environmental Research Center 919 Kerr Research Drive, Ada, OK 74820, USA Lifeng Yuan National Research Council Resident Research Associate United States Environmental Protection Agency Robert S. Kerr Environmental Research Center 919 Kerr Research Drive, Ada, OK 74820, USA Kenneth J. Forshay Project Officer United States Environmental Protection Agency Office of Research and Development Center for Environmental Solutions and Emergency Response Groundwater Characterization and Remediation Division 919 Kerr Research Drive, Ada, OK 74820, USA Office of Research and Development Center for Environmental Solutions & Emergency Response | Groundwater Characterization & Remediation Division Disclaimer This document has been reviewed by the U.S. Environmental Protection Agency, Office of Research and Development, and it has been approved for publication as an EPA document. This technical report presents the result of work directed by Project Officer Kenneth J. Forshay (EPA). The research described in this report has been funded wholly or in part by the U.S. Environmental Protection Agency including support for National Research Council Research Associateship Program Fellows Tadesse Sinshaw and Lifeng Yuan. Mention of trade names or commercial products does not constitute endorsement or recommendation for use. Quality Assurance This work was performed under an EPA-approved quality assurance project plan, “A Review of Tools for Nutrient Fate and Transport Simulation,” (QA ID #: G-GWERD- 0031787-QP-1-1), approved September 24, 2018. -
A Distributed Watershed Hydrologic, Sediment, Nutrient Transport and Fate Model Zhonglong Zhang BTS, U.S
Engineering Conferences International ECI Digital Archives Fifty Years Of Watershed Modeling - Past, Present Proceedings And Future 2012 A Distributed Watershed Hydrologic, Sediment, Nutrient Transport and Fate Model Zhonglong Zhang BTS, U.S. Army Engineer Research and Development Center, USA Billy E. Johnson U.S. Army Engineer Research and Development Center, USA Charles W. Downer U.S. Army Engineer Research and Development Center, USA Follow this and additional works at: http://dc.engconfintl.org/watershed Part of the Civil and Environmental Engineering Commons Recommended Citation Zhonglong Zhang, Billy E. Johnson, and Charles W. Downer, "A Distributed Watershed Hydrologic, Sediment, Nutrient Transport and Fate Model" in "Fifty Years Of Watershed Modeling - Past, Present And Future", A.S. Donigian, AQUA TERRA onC sultants; Richard Field, US EPA (retired); Michael Baker Jr., Inc. Eds, ECI Symposium Series, (2013). http://dc.engconfintl.org/watershed/5 This Article is brought to you for free and open access by the Proceedings at ECI Digital Archives. It has been accepted for inclusion in Fifty Years Of Watershed Modeling - Past, Present And Future by an authorized administrator of ECI Digital Archives. For more information, please contact [email protected]. A Distributed Watershed Hydrologic, Sediment, Nutrient Transport and Fate Model Zhonglong Zhanga, Billy E. Johnsonb and Charles W. Downer b a. BTS, U.S. Army Engineer Research and Development Center 3909 Halls Ferry Road, Vicksburg, MS 39180 (Email: [email protected]) b. U.S. Army Engineer Research and Development Center, 3909 Halls Ferry Road, Vicksburg, MS 39180 (Email: [email protected], [email protected]) 1 Overview 2 Hydrologic Simulation 5 Coupling Hydrology, Sediment and Nutrient Simulation Modules A distributed watershed hydrologic, sediment, nutrient transport and fate model - GSSHA Mass Transport was developed at U.S. -
Hydrologic Processes Modeling Workshop Tucson, Arizona November 8-9, 2000
Hydrologic Processes Modeling Workshop Tucson, Arizona November 8-9, 2000 ACKNOWLEDGEMENTS This Workshop on Hydrologic Process Modeling and the report you are reading would not have been possible without the efforts of many individuals. These people gave of themselves because they care about hydrologic modeling, their profession, and because they want to see technology used for better resource decision making. The concept to pursue this workshop would not have been possible without the support from the Subcommittee on Hydrology (SOH). The SOH in their foresight established the Task Committee on Hydrologic Modeling and allowed those members the freedom to organize and convene this workshop. Appreciation is extended to all members on the Task Committee on Hydrologic Modeling, which includes: Mimi Dannel; Russ Kinnerson, Arlen Feldman; Marshall Flug; Donald Frevert, Chair; Doug Glysson; George Leavesley; Steve Markstrom; Jayantha Obeysekera; Mike Smith; Ming Tseng; Don Woodward; and Ray Whittemore. In addition, the University of Arizona provided our host facility, arranged the logistical details for the workshop, and provided a great environment for this workshop. Special appreciation is extended to Paul Baltes for making the on site arrangements for the workshop and to Pam Lawler, for assisting Paul with the on-site arrangements and also handling the registration for this workshop. Soroosh Sorooshian, who initially agreed to get the UA involved as host facility, and Hoshin Gupta, both of SAHRA as well as Jim Washburne, Assistant Director for Education at the UA are owed our thanks for arranging and coordinating UA’s faculty, staff and student support of this workshop. Special thanks are extended to Terri Sue Hogue for scheduling and overseeing the students from the University of Arizona that served as note takers, recorders, and prepared the written Discussions for the four Panels and of the Breakout sessions. -
Demonstration of GSSHA Hydrology at Goodwin Creek Experimental Watershed by Charles W
ERDC TN-SWWRP-08-x March 2008 Demonstration of GSSHA Hydrology at Goodwin Creek Experimental Watershed By Charles W. Downer PURPOSE: The purpose of this System-Wide Water Resources (SWWRP) technical note is to describe the application of the Gridded Surface Subsurface Hydrologic Analysis (GSSHA) model at the Goodwin Creek Experimental Watershed (GCEW). The purpose of applying the model at this site was to confirm that the hydrologic portions of the code were working properly and were able to achieve accurate results. Application of GSSHA at this site also allows the current model to be compared and contrasted with the performance of previous versions of the model. BACKGROUND: GSSHA is a physics-based, distributed-parameter, hydrology and transport code. As part of SWWRP, the GSSHA model has undergone a series of major improvements and additions including changes to the stream hydraulics, soil moisture accounting, and sediment transport portions of the model. While these additions and improvements enhance the model’s ability to perform additional analysis, it is essential that the new methods and enhanced model be tested to assure that the model is functioning as desired and that the model can reproduce historic results at an equal or superior level to previous versions of GSSHA. The GCEW, a small (21.2-km2) agricultural watershed located in northeast Mississippi, has been the test bed for many features of the GSSHA model. The watershed is instrumented to measure rainfall, hydrometeorological variables, soil moisture, and stream water and sediment discharge (Figure 1). Legend Streamflow gage with rain gage 6 SCAN Station 9 12 5 8 11 Rain gage 3 10 2 4 7 13 14 Scale (m) 1 1000 0 5001000 N Figure 1. -
Erosion and Sediment Transport Modelling in Shallow Waters: a Review on Approaches, Models and Applications
International Journal of Environmental Research and Public Health Review Erosion and Sediment Transport Modelling in Shallow Waters: A Review on Approaches, Models and Applications Mohammad Hajigholizadeh 1,* ID , Assefa M. Melesse 2 ID and Hector R. Fuentes 3 1 Department of Civil and Environmental Engineering, Florida International University, 10555 W Flagler Street, EC3781, Miami, FL 33174, USA 2 Department of Earth and Environment, Florida International University, AHC-5-390, 11200 SW 8th Street Miami, FL 33199, USA; melessea@fiu.edu 3 Department of Civil Engineering and Environmental Engineering, Florida International University, 10555 W Flagler Street, Miami, FL 33174, USA; fuentes@fiu.edu * Correspondence: mhaji002@fiu.edu; Tel.: +1-305-905-3409 Received: 16 January 2018; Accepted: 10 March 2018; Published: 14 March 2018 Abstract: The erosion and sediment transport processes in shallow waters, which are discussed in this paper, begin when water droplets hit the soil surface. The transport mechanism caused by the consequent rainfall-runoff process determines the amount of generated sediment that can be transferred downslope. Many significant studies and models are performed to investigate these processes, which differ in terms of their effecting factors, approaches, inputs and outputs, model structure and the manner that these processes represent. This paper attempts to review the related literature concerning sediment transport modelling in shallow waters. A classification based on the representational processes of the soil erosion and sediment transport models (empirical, conceptual, physical and hybrid) is adopted, and the commonly-used models and their characteristics are listed. This review is expected to be of interest to researchers and soil and water conservation managers who are working on erosion and sediment transport phenomena in shallow waters. -
Assessment of Groundwater Modeling Approaches for Brackish Aquifers
Assessment of Groundwater Modeling Approaches for Brackish Aquifers Final Report Prepared by Neil E. Deeds, Ph.D., P.E. Toya L. Jones, P.G. Prepared for: Texas Water Development Board P.O. Box 13231, Capitol Station Austin, Texas 78711-3231 November 2011 Texas Water Development Board Assessment of Groundwater Modeling Approaches for Brackish Aquifers Final Report by Neil E. Deeds, Ph.D., P.E. Toya L. Jones, P.G. INTERA Incorporated November 2011 iii This page is intentionally blank. iv Table of Contents Executive Summary ........................................................................................................................ 1 1.0 Introduction ......................................................................................................................... 2 2.0 Literature Review................................................................................................................ 3 2.1 Importance of Variable Density on Flow and Transport ........................................... 3 2.1.1 Introduction to Mixed Convection Systems .................................................. 3 2.1.2 Describing the Degree of Mixed Convection ................................................ 4 2.1.3 Examples of Mixed Convection Systems ...................................................... 5 2.2 Codes that Simulate Variable Density Flow and Transport ....................................... 6 2.3 Brackish Water Hydrogeology ................................................................................ 19 2.4 Brackish Water -
Supported Operating Environment
Supported Operating Environment System Level Guides Current 9/28/2021 Table of Contents Supported Operating Environment Reference 5 Product List 8 Billing Data Server 10 Composer 12 CSTA Connector for BroadSoft BroadWorks 18 CX Contact 22 Decisions 26 eServices 29 Framework 49 Genesys Administrator Extension 72 Genesys Agent Scripting 80 Genesys Intelligent Automation (formerly GAAP) 84 Genesys Co-browse 88 Genesys Customer Experience Insights 92 Genesys Desktop 98 Genesys Info Mart 103 Genesys Interaction Recording 109 Genesys Interactive Insights 119 Genesys IVR SDK 127 Genesys Knowledge Center 131 Genesys Media Server 136 Genesys Mobile Services 146 Genesys Predictive Routing 151 Genesys Pulse 154 Genesys Quality Management (Zoom) 161 Genesys Rules System 164 Genesys Skills Management 171 Genesys Softphone 177 Genesys Video Gateway 182 Genesys Voice Platform 186 Genesys Voice Platform Studio 194 Genesys Voice Platform Voice Application Reporter 196 Genesys Web Engagement 199 Genesys WebRTC Service 204 Genesys Widgets 213 Gplus Adapter for Microsoft CRM 216 Gplus Adapter for SAP Analytics 218 Gplus Adapter for SAP CRM 222 Gplus Adapter for SAP Data Access Component 226 Gplus Adapter for SAP ERP 230 Gplus Adapter for SAP ICI Multi-Channel 234 Gplus Adapter for Siebel CRM 238 intelligent Workload Distribution 244 Interaction Concentrator 251 Interaction SDK 274 IVR Interface Option 281 License Reporting Manager 286 LivePerson Adapter 291 Load Distribution Server 295 Messaging Apps/Social Engagement 299 Multimedia Connector for Skype for -
Application of MODFLOW with Boundary Conditions Analyses Based on Limited Available Observations: a Case Study of Birjand Plain in East Iran
water Article Application of MODFLOW with Boundary Conditions Analyses Based on Limited Available Observations: A Case Study of Birjand Plain in East Iran Reza Aghlmand 1 and Ali Abbasi 1,2,* 1 Department of Civil Engineering, Faculty of Engineering, Ferdowsi University of Mashhad, Mashhad 9177948974, Iran; [email protected] 2 Faculty of Civil Engineering and Geosciences, Water Resources Section, Delft University of Technology, Stevinweg 1, 2628 CN Delft, The Netherlands * Correspondence: [email protected] or [email protected]; Tel.: +31-15-2781029 Received: 18 July 2019; Accepted: 9 September 2019; Published: 12 September 2019 Abstract: Increasing water demands, especially in arid and semi-arid regions, continuously exacerbate groundwater resources as the only reliable water resources in these regions. Groundwater numerical modeling can be considered as an effective tool for sustainable management of limited available groundwater. This study aims to model the Birjand aquifer using GMS: MODFLOW groundwater flow modeling software to monitor the groundwater status in the Birjand region. Due to the lack of the reliable required data to run the model, the obtained data from the Regional Water Company of South Khorasan (RWCSK) are controlled using some published reports. To get practical results, the aquifer boundary conditions are improved in the established conceptual method by applying real/field conditions. To calibrate the model parameters, including the hydraulic conductivity, a semi-transient approach is applied by using the observed data of seven years. For model performance evaluation, mean error (ME), mean absolute error (MAE), and root mean square error (RMSE) are calculated. The results of the model are in good agreement with the observed data and therefore, the model can be used for studying the water level changes in the aquifer. -
Workshop on Watershed Modeling with GSSHA June 20-23 National Water Center, Tuscaloosa, Alabama
Workshop on Watershed Modeling with GSSHA June 20-23 National Water Center, Tuscaloosa, Alabama You will learn the basics of: • Gridded Surface Subsurface Hydrologic Analysis (GSSHA) model, developed at the U.S. Army Corps of Engineers, Engineering Research and Development Center and the University of Wyoming • Dept. of Defense Watershed Modeling System (WMS), developed by Aquaveo LLC • Spatial data needed to estimate distributed GSSHA model parameters, including data requirements, basics of GSSHA/WMS and how to find and use spatial geographic data to develop GSSHA models using the WMS Hydrologic Model Wizard. The GSSHA model with WMS support constitutes a complete watershed analysis system that can be used for a variety of hydrologic science and engineering computation and design evaluation, such as flood simulation, hydrologic impacts of land use change, best management practice design, and testing of flood mitigation measures. Course Layout: Through a combination of lectures and experiential applications, the course features the spatially distributed modeling components of this system. The course begins with an overview of the capabilities of the WMS to ensure maximum benefit from the hands-on portions of the class. Attendees will learn to use WMS to set up GSSHA models that include overland flow, infiltration, distributed rainfall, hydraulic structures, continuous simulations, flood inundation mapping, and groundwater/surface water interaction. Outcome: Having completed this course, attendees will gain a working knowledge of the U.S. Army Corps of Engineers (USACE), Engineer Research and Development Center (ERDC) GSSHA model that is supported by the Watershed Modeling System (WMS) graphical user interface software. Attendees will also understand how, when, and why to apply the tools to specific studies as well as understand input data requirements. -
[1 ] Oracle Glassfish Server
Oracle[1] GlassFish Server Release Notes Release 3.1.2 and 3.1.2.2 E24939-10 April 2015 These Release Notes provide late-breaking information about GlassFish Server 3.1.2 and 3.1.2.2 software and documentation. These Release Notes include summaries of supported hardware, operating environments, and JDK and JDBC/RDBMS requirements. Also included are a summary of new product features in the 3.1.2 and 3.1.2.2 releases, and descriptions and workarounds for known issues and limitations. Oracle GlassFish Server Release Notes, Release 3.1.2 and 3.1.2.2 E24939-10 Copyright © 2015, Oracle and/or its affiliates. All rights reserved. This software and related documentation are provided under a license agreement containing restrictions on use and disclosure and are protected by intellectual property laws. Except as expressly permitted in your license agreement or allowed by law, you may not use, copy, reproduce, translate, broadcast, modify, license, transmit, distribute, exhibit, perform, publish, or display any part, in any form, or by any means. Reverse engineering, disassembly, or decompilation of this software, unless required by law for interoperability, is prohibited. The information contained herein is subject to change without notice and is not warranted to be error-free. If you find any errors, please report them to us in writing. If this is software or related documentation that is delivered to the U.S. Government or anyone licensing it on behalf of the U.S. Government, then the following notice is applicable: U.S. GOVERNMENT END USERS: Oracle programs, including any operating system, integrated software, any programs installed on the hardware, and/or documentation, delivered to U.S. -
ERDC TN-SWWRP-10-3, Improved Soil Erosion and Sediment
ERDC TN-SWWRP-10-3 August 2010 Improved Soil Erosion and Sediment Transport in GS SHA by Charles W. Downer, Fred L. Ogden, Nawa Pradhan, Siqing Liu, and Aaron R. Byrd PURPOSE: To describe the new sediment transport formulation in GSSHA and demonstrate the improved capability in predicting storm-total sediment runoff using a research-quality data set. BACKGROUND: GSSHA simulates overland soil erosion and outputs erosion and deposition for any size class of particles smaller than gravel with specific gravities greater than 1.0. The model first calculates particle detachment by raindrops and surface runoff, and then calculates the transport capacity of surface runoff using one of three user-selected transport equations. The actual sediment transport is determined by comparing the amount of detached soil and the trans- port capacity of surface runoff. Depending on particle size, soil transported to channels is treated either as wash load or bed load, with sizes less than the user specified value of sand treated as wash load and larger sizes treated as bed load. The original GSSHA sediment transport formula- tion was hard-coded to simulate only three size classes of sediment (sand, silt, and clay), each with a specific gravity of silicate minerals (S=2.65). The new GSSHA erosion routines have been generalized to allow simulation of arbitrary size classes smaller than gravels, each with unique specific gravity. Ogden and Heilig (2001) performed a detailed investigation of the CASC2D erosion formulation (Johnson 1997, 2000) and found that it greatly over-predicts storm-total sediment yield for events that are considerably larger than the event used to calibrate the model.