Merced Irrigation District Hydrologic and Hydraulic Operations (MIDH2O) Model September 05, 2018
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A Statistical Vertically Mixed Runoff Model for Regions Featured
water Article A Statistical Vertically Mixed Runoff Model for Regions Featured by Complex Runoff Generation Process Peng Lin 1,2, Pengfei Shi 1,2,*, Tao Yang 1,2,*, Chong-Yu Xu 3, Zhenya Li 1 and Xiaoyan Wang 1 1 State Key Laboratory of Hydrology-Water Resources and Hydraulic Engineering, Hohai University, Nanjing 210098, China; [email protected] (P.L.); [email protected] (Z.L.); [email protected] (X.W.) 2 College of Hydrology and Water Resources, Hohai University, Nanjing 210098, China 3 Department of Geosciences, University of Oslo, P.O. Box 1047, Blindern, 0316 Oslo, Norway; [email protected] * Correspondence: [email protected] (P.S.); [email protected] (T.Y.) Received: 6 June 2020; Accepted: 11 August 2020; Published: 19 August 2020 Abstract: Hydrological models for regions characterized by complex runoff generation process been suffer from a great weakness. A delicate hydrological balance triggered by prolonged wet or dry underlying condition and variable extreme rainfall makes the rainfall-runoff process difficult to simulate with traditional models. To this end, this study develops a novel vertically mixed model for complex runoff estimation that considers both the runoff generation in excess of infiltration at soil surface and that on excess of storage capacity at subsurface. Different from traditional models, the model is first coupled through a statistical approach proposed in this study, which considers the spatial heterogeneity of water transport and runoff generation. The model has the advantage of distributed model to describe spatial heterogeneity and the merits of lumped conceptual model to conveniently and accurately forecast flood. -
Attachment 1 Credentials of Trlia Board of Senior Consultants
ATTACHMENT 1 CREDENTIALS OF TRLIA BOARD OF SENIOR CONSULTANTS FAIZ I. MAKDISI, PH.D., P.E. PRINCIPAL ENGINEER EDUCATION SKILLS AND EXPERIENCE Ph.D., Geotechnical Dr. Makdisi’s 28-year career has combined applied research and Engineering, University of professional practice in geotechnical and foundation/earthquake California, Berkeley, 1976 engineering for commercial, residential, industrial, and critical M.Sc., Geotechnical structures. Recently he has focused on geotechnical studies and safety Engineering, University of evaluations of earth and rockfill dams, embankments, and landfills. His California, Berkeley, 1971 work includes feasibility evaluations and preliminary design studies; field investigation design and planning; borrow area material studies; in B. Eng., Civil, American situ and laboratory testing; and evaluation and interpretation of static University of Beirut: and dynamic material properties of dams and their foundations. Studies Lebanon, 1970 also included stability evaluations of embankment slopes, seepage analyses, and static and dynamic stress analyses to evaluate stability REGISTRATION during earthquakes. Professional Civil Engineer, He has performed studies to determine earthquake-induced permanent CA No. C29432, 1978 deformations in slopes and embankments, and developed and published Civil Engineer, Institute of widely used simplified procedures for estimating dynamic response and Civil Engineers, Lebanon, permanent deformations in earth and rockfill dams and embankments. 1970 He is a lead participant in earthquake ground motion studies and development of seismic design criteria for key facilities such as dams AFFILIATIONS and nuclear power plants. He was principal investigator of the “Stability American Society of Civil of Slopes, Embankments and Rockfalls” chapter of the Seismic Retrofit Engineers Manual for the Federal Highway Project being prepared for the National Earthquake Engineering Center for Earthquake Engineering Research. -
System Reoperation Study
System Reoperation Study Phase III Report: Assessment of Reoperation Strategies California Department of Water Resources August 2017 System Reoperation Study Phase III Report This page is intentionally left blank. August 2017 | 2 Table of Contents Chapter 1. Introduction .......................................................................................................................................................................................1 -1 1.1 Study Authorization ....................................................................................................................................................................................1 -1 1.2 Study Area ..................................................................................................................................................................................................1 -2 1.3 Planning Principles .....................................................................................................................................................................................1 -4 1.4 Related Studies and Programs...................................................................................................................................................................1 -4 1.5 Uncertainties in Future Conditions ............................................................................................................................................................. 1-6 1.5.1 Climate Change ..........................................................................................................................................................................1 -
Remote Sensing Solutions for Estimating Runoff and Recharge in Arid Environments
Western Michigan University ScholarWorks at WMU Dissertations Graduate College 6-2008 Remote Sensing Solutions for Estimating Runoff and Recharge in Arid Environments Adam M. Milewski Western Michigan University Follow this and additional works at: https://scholarworks.wmich.edu/dissertations Part of the Geology Commons Recommended Citation Milewski, Adam M., "Remote Sensing Solutions for Estimating Runoff and Recharge in Arid Environments" (2008). Dissertations. 3378. https://scholarworks.wmich.edu/dissertations/3378 This Dissertation-Open Access is brought to you for free and open access by the Graduate College at ScholarWorks at WMU. It has been accepted for inclusion in Dissertations by an authorized administrator of ScholarWorks at WMU. For more information, please contact [email protected]. REMOTE SENSING SOLUTIONS FOR ESTIMATING RUNOFF AND RECHARGE IN ARID ENVIRONMENTS by Adam M. Milewski A Dissertation Submitted to the Faculty of The Graduate College in partial fulfillmentof the requirements forthe Degree of Doctor of Philosophy Department of Geosciences Dr. Mohamed Sultan, Advisor WesternMichigan University Kalamazoo, Michigan June 2008 Copyright by Adam M. Milewski 2008 ACKNOWLEDGMENTS Just like any great accomplishment in life, they are often completed with the help of many friends and family. I have been blessed to have relentless support from my friends and family on all aspects of my education. Though I would like to thank everyone who has shaped my life and future, I cannot, and therefore for those individuals and groups of people that I do not specifically mention, I say thank you. First and foremost I would like to thank my advisor, Mohamed Sultan, whose advice and mentorship has been tireless, fair, and of the highest standard. -
Models for Analyzing Agricultural Nonpoint-Source Pollution
MODELS FOR ANALYZING AGRICULTURAL NONPOINT-SOURCE POLLUTION Douglas A. Hairh Cornell University, Ithaca, New York, USA RR-82-17 April 1982 INTERNATIONAL INSTITUTE FOR APPLIED SYSTEMS ANALYSIS Laxenburg, Austria International Standard Book Number 3-7045-0037-2 Research Reports, which record research conducted at IIASA, are independently reviewed before publication. However, the views and opinions they express are not necessarily those of the Institute or the National Member Organizations that support it. Copyright O 1982 International Institute for Applied Systems Analysis All rights reserved. No part of this publication may be reproduced or transmitted in any form or by any means, electronic or mechanical, including photocopy, recording, or any information storage or retrieval system, without permission in writing from the publisher. FOREWORD The International Institute for Applied Systems Analysis is conducting research on the environmental problems of agriculture. One of the objectives of this research is to evaluate the existing mathematical models describing the interactions between agriculture and the environment. Part of the work toward this objective has been led at IIASA by G.N. Golubev and part has involved collaboration with several other institutions and scientists. During the past two years the work has paid particular attention to the problems of pollution from nonpoint sources. This report reviews and classifies the mathematical models currently available in this field, taking into account their different time and spatial scales, as well as the prob- lems that may call for their use. Although the last decade has witnessed the rapid development of nonpoint-source pollution models, much remains to be done. Haith addresses this matter; however, his comments about research needs go beyond the art and science of modeling. -
STUDY of INCREASING CONVEY CAPACITY of MERCED RIVER at the CONFLUENCE with SAN JOAQUIN RIVER a Project Presented to the Faculty
STUDY OF INCREASING CONVEY CAPACITY OF MERCED RIVER AT THE CONFLUENCE WITH SAN JOAQUIN RIVER A Project Presented to the faculty of the Department of Civil Engineering California State University, Sacramento Submitted in partial satisfaction of the requirements for the degree of MASTER OF SCIENCE in Civil Engineering (Water Resources Engineering) by Hani Nour SUMMER 2017 © 2017 Hani Nour ALL RIGHTS RESERVED ii STUDY OF INCREASING CONVEY CAPACITY OF MERCED RIVER AT THE CONFLUENCE WITH SAN JOAQUIN RIVER A Project by Hani Nour Approved by: __________________________________, Committee Chair Dr. Saad Merayyan __________________________________, Second Reader Dr. Cristina Poindexter, P.E. ___________________________ Date iii Student: Hani Nour I certify that this student has met the requirements for format contained in the University format manual, and that this project is suitable for shelving in the Library and credit is to be awarded for the project. _________________________, Department Chair ______________ Dr. Benjamin Fell, P.E. Date Department of Civil Engineering iv Abstract of STUDY OF INCREASING CONVEY CAPACITY OF MERCED RIVER AT THE CONFLUNENCE WITH SAN JOAQUIN RIVER by Hani Nour Flooding in California’s Central Valley is very common and expected to occur every year anywhere throughout the region. The climate and geography of the Central Valley, together, are responsible for over flow streams, rivers, and lakes causing water flooding, particularly at the lower elevation areas. San Joaquin Basin is located between the Sierra Nevada (on the east) and the Coast Ranges (on the west) where flooding is typically characterized by infrequent severe storms during winter season due to heavy rain and snow- melt runoff coming from the foothills, east of Merced County (Jesse Patchett 2012). -
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. -
Salton Sea Hydrological Modeling and Results
TECHNICAL REPORT Salton Sea Hydrological Modeling and Results Prepared for Imperial Irrigation District October 2018 CH2M HILL 402 W. Broadway, Suite 1450 San Diego, CA 92101 Contents Section Page 1 Introduction ....................................................................................................................... 1-1 2 Description of Study Area .................................................................................................... 2-1 2.1 Background ...................................................................................................................... 2-1 2.2 Salton Sea Watershed ...................................................................................................... 2-2 3 SALSA2 Model Description .................................................................................................. 3-1 3.1.1 Time Step ............................................................................................................ 3-2 3.2 Air Quality Mitigation and Habitat Components Incorporated into SALSA2 ................... 3-2 3.3 Simulations of Water and Salt Balance ............................................................................ 3-4 3.3.1 Inflows ................................................................................................................. 3-4 3.3.2 Consumptive Use Demands and Deliveries ........................................................ 3-4 3.3.3 Salton Sea Evaporation ...................................................................................... -
Creating a Stormwater Runoff Model for the City of Oxford, Mississippi: When It Rains, Where Does That Water Go?
University of Mississippi eGrove Electronic Theses and Dissertations Graduate School 2017 Creating A Stormwater Runoff Model For The City Of Oxford, Mississippi: When It Rains, Where Does That Water Go? Alexandra Gay Weatherwax University of Mississippi Follow this and additional works at: https://egrove.olemiss.edu/etd Part of the Geographic Information Sciences Commons Recommended Citation Weatherwax, Alexandra Gay, "Creating A Stormwater Runoff Model For The City Of Oxford, Mississippi: When It Rains, Where Does That Water Go?" (2017). Electronic Theses and Dissertations. 1016. https://egrove.olemiss.edu/etd/1016 This Thesis is brought to you for free and open access by the Graduate School at eGrove. It has been accepted for inclusion in Electronic Theses and Dissertations by an authorized administrator of eGrove. For more information, please contact [email protected]. CREATING A STORMWATER RUNOFF MODEL FOR THE CITY OF OXFORD, MISSISSIPPI: WHEN IT RAINS, WHERE DOES THAT WATER GO? A Thesis Presented in partial fulfillment of requirements For the degree of Masters of Science In the department of Geology and Geological Engineering The University of Mississippi By ALEXANDRA GAY WEATHERWAX August 2017 Copyright Alexandra Gay Weatherwax 2017 ALL RIGHTS RESERVED ABSTRACT The City of Oxford, Mississippi (home of the University of Mississippi) has experienced, in recent years, a rapid growth of urbanization. This rapid increase creates more impervious cover, such as bridges, roads, parking lots, etc., which can cause a stress on the capacity of stream load and causes flooding. To correct this, storm water management is needed in the city. This stormwater runoff model uses data collected from rain gauges, soil data from SSURGO and published soil infiltration rates from a Lafayette County Soil Survey, impervious cover created from LiDAR and aerial photography, published evapotranspiration rates, and storm drain locations provided by the City of Oxford Planning Department. -
Irrigation Influence on Catchment Hydrology Modelling with Advanced Hydroinformatic Tools
Research Journal of Agricultural Science, 48 (1), 2016 IRRIGATION INFLUENCE ON CATCHMENT HYDROLOGY MODELLING WITH ADVANCED HYDROINFORMATIC TOOLS Erika BEILICCI, R. BEILICCI Politechnica University Timisoara, Department of Hydrotechnical Engineering George Enescu str. 1/A, Timisoara, [email protected] Abstract: Agriculture is a significant user of water resources in Europe, accounting for around 30 per cent of total water use. Because water is essential to plant growth, irrigation is essentially to overcome deficiencies in rainfall for growing crops. Irrigation is a basic determinant of agriculture because its inadequacies are the most powerful constraints on the increase of agricultural production. Irrigation was recognized for its protective role of insurance against the vagaries of rainfall and drought. But the irrigation, besides the positive effects, has a significant environmental impact. The environmental impacts of irrigation are variable and not well-documented; some environmental impacts can be very severe. The main types of environmental impact arising from irrigation appear to be: water pollution from nutrients and pesticides; damage to habitats and aquifer exhaustion by abstraction of irrigation water; intensive forms of irrigated agriculture displacing formerly high value semi-natural ecosystems; gains to biodiversity and landscape from certain traditional or ‘leaky’ irrigation systems in some localized areas; increased erosion of cultivated soils on slopes; salinization, or contamination of water by minerals, of groundwater sources; both negative and positive effects of large scale water transfers, associated with irrigation projects. Minor irrigation schemes within a catchment will normally have negligible influence on the catchment hydrology, unless transfer of water over catchment boundaries is involved. Large irrigation schemes may significantly affect the runoff and the groundwater recharge through local increases in evapotranspiration and infiltration as well as through operational and field losses. -
Bryan Kelly Director of Regulatory Compliance and Government Affairs, Water Merced Irrigation District
Bryan Kelly Director of Regulatory Compliance and Government Affairs, Water Merced Irrigation District Testimony on H.R. 869 - To clarify the definition of flood control operations for the purposes of the operation and maintenance of Project No. 2179 on the Lower Merced River. Subcommittee on National Parks, Forests and Public Lands June 14, 2011 Chairman Bishop, Ranking Member Grijalva, and members of the Subcommittee, my name is Bryan Kelly and I am the Director of Regulatory Compliance and Government Affairs -Water for the Merced Irrigation District (MID). I am pleased to be offered this opportunity to testify in support of H.R. 869, legislation that would allow the Federal Energy Regulatory Commission (FERC) to consider proposed improvements to the spillway at New Exchequer Dam that will provide additional water supply to Merced County and the San Joaquin Valley of California. I’d like to begin by thanking Congressman Denham and the cosponsors of H.R. 869 for introducing this bipartisan bill that could improve the precarious water supply situation in California’s San Joaquin Valley without major environmental impact and at no cost to the federal government. The Merced Irrigation District is a California Public Agency under the California Irrigation District Law. MID owns, operates and maintains hydro-electric facilities on the Merced River, consisting of the New Exchequer Dam and Reservoir (Lake McClure) and McSwain Dam and Reservoir (Lake McSwain). They are located in the western foothills of the Sierra Nevada mountain range, approximately 23 miles northeast of the City of Merced. Lake McClure has a storage capacity of 1,024,600 acre feet, while Lake McSwain has a storage capacity of 9,730 acre feet and is operated principally as a regulating reservoir for MID’s hydroelectric generation facilities at New Exchequer Dam (FERC Project No. -
A Precipitation-Runoff Model for the Analysis of the Effects of Water Withdrawals and Land-Use Change on Streamflow in the Usquepaug–Queen River Basin, Rhode Island
A Precipitation-Runoff Model for the Analysis of the Effects of Water Withdrawals and Land-Use Change on Streamflow in the Usquepaug–Queen River Basin, Rhode Island By Phillip J. Zarriello and Gardner C. Bent Prepared in cooperation with the Rhode Island Water Resources Board Scientific Investigations Report 2004-5139 U.S. Department of the Interior U.S. Geological Survey U.S. Department of the Interior Gale A. Norton, Secretary U.S. Geological Survey Charles G. Groat, Director U.S. Geological Survey, Reston, Virginia: 2004 For sale by U.S. Geological Survey, Information Services Box 25286, Denver Federal Center Denver, CO 80225 For more information about the USGS and its products: Telephone: 1-888-ASK-USGS World Wide Web: http://www.usgs.gov/ Any use of trade, product, or firm names in this publication is for descriptive purposes only and does not imply endorsement by the U.S. Government. Suggested citation: Zarriello, P.J., and Bent, G.C., 2004, A precipitation-runoff model for the analysis of the effects of water withdrawals and land-use change on streamflow in the Usquepaug–Queen River Basin, Rhode Island: U.S. Geological Survey Scientific Investigations Report 2004-5139, 75 p. iii Contents Abstract. 1 Introduction . 2 Purpose and Scope . 2 Previous Investigations. 2 Description of the Basin . 3 Time-Series Data . 10 Climate . 10 Water Withdrawals . 11 Data Collection . 13 Logistic-Regression Equation to Predict Irrigation Withdrawals . 13 Distribution of Daily Irrigation Withdrawals. 14 Streamflow. 14 Continuous-Record Stations . 16 Partial-Record Stations. 16 Precipitation-Runoff Model . 18 Functional Description of Hydrologic Simulation Program–FORTRAN.