PipelineNet: A GIS Based Water Quality Model for Distribution Systems
|
|
- Elvin Garey Shields
- 6 years ago
- Views:
Transcription
1 PipelineNet: A GIS Based Water Quality Model for Distribution Systems William B. Samuels, Ph.D Science Applications International Corporation Hazard Assessment and Simulation Division McLean, Virginia
2 Project Sponsors Technical Support Working Group (1999- to date) Federal Emergency Management Agency ( ) Environmental Protection Agency (2001 to date) American Water Works Association Research Foundation ( )
3 Introduction Contaminant Transport Consequence Assessment Monitoring Location Regulatory Compliance System Isolation Concentration, Ageing Tracing, Pressure, Head Population at Risk Critical Facilities at Risk PipelineNet EPANET Toolkit Visual Basic EPANET ArcView Pipes, Tanks, Reservoirs Valves, Pumps SCADA Water Distribution Infrastructure Schools, Hospitals, Population, etc.
4 EPANET Overview No limit on the size of the network Models non-reactive and Reactive contaminants Models the age of water Models the percent of flow from a given node reaching all other nodes over time
5 EPANET Hydraulic Model Headloss - Hazen-Williams, Darcy-Weisbach, or Chezy-Manning Minor head losses - bends, fittings, etc. Models constant or variable speed pumps Computes pumping energy and cost Models valves - shutoff, CV, PRV, FCV, PSV Allows storage tanks to have any shape Considers multiple demand categories at nodes Models pressure-dependent flow issuing from emitters System operation on both simple tank level or timer controls and on complex rule-based controls
6 EPANET Water Quality Model Models reactions - bulk flow and at the pipe wall Uses n-th order kinetics - bulk flow Uses zero or first order kinetics - pipe wall Accounts for mass transfer limitations Allows growth or decay reactions Employs global reaction rate coefficients Allows wall reaction rate coefficients to be correlated to pipe roughness Allows for time-varying concentration or mass inputs Models storage tanks - complete mix, plug flow, or two-compartment reactors
7 EPANET Water Quality Bulk flow n-th order kinetics Wall Reactions R = K b C n
8 GIS Overview Capable of assembling, storing, manipulating,and displaying data For the drinking water industry, GIS allows large amounts of distribution system data to be compiled and users to query that data to identify areas in a distribution system meeting specified criteria. It is equivalent to plotting various data on individual seethrough maps and laying those maps on top of each other so all data can be viewed together, geographically.
9 Technical Approach Hydraulic Model Extended Period Simulation Model Water Quality Model GIS data
10 Why Extended Period Simulation? EPS - Extended Period Simulation Demands vary Tanks drain and fill Pumps go on and off Valves open and close No change in tank levels Assumes infinite volume at constant level No impact of contaminants entering reservoir No impact of contamination on down stream area
11 Hydraulic Data - Input Working Hydraulic Model Temporal water use patterns Tank characteristics Demand Patterns Pump controls Controls and Rules
12 GIS Data - Input Water Distribution System Water Pipelines Filtration Plants (Source) Pressure Zones Intakes Valves Pumps Tanks Reservoirs Sewer Pipelines Sewage Treatment Plants Basic GIS Coverages Population Transportation Hydrography Aerial Photos, Imagery Contours Parcels Land Use Water Quality monitoring locations Other infrastructure: schools, hospitals, airports
13 PipelineNet Capabilities Hydraulic Model Flow Velocity Pressure Head Water Quality Contaminant Fate and Transport Water Tracing Water Ageing
14 PipelineNet Capabilities Consequence Assessment Population & Critical Facilities Isolation System Containment IDSE Tools GIS & Model Monitoring Location Routine & Purposeful Contamination
15 EPANET GIS Data Conversion and Import EPANET Input File GIS Output File
16 Contaminant Fate & Transport
17 Source Tracing in PipelineNet Tracing Node Source Tracing: This graphic illustrates the percent of water reaching any pipe in the network (in 6 hours time) given that it had its origin at the tracing node.
18 Water Ageing
19 Consequence Assessment
20 Isolation Module Output
21 IDSE Tools Stage 2 Disinfectants and Disinfection Byproducts Rule Initial Distribution System Evaluation Distribution System Evaluation Guidance Manual
22 IDSE Tools Water Quality Pressure, Flow, Demand Current Monitoring Stations Population Water Complaint Areas Pressure Zone Boundaries Sources of Water Sources of Contamination Oversized pipes Dead Ends (Pipes)
23 IDSE Tools
24 Monitoring Locations Hierarchical Selection Concept Hierarchical Selection Concept Locations Step 3 Critical Facilities & Population Density Step 2 Distribution System Response GIS Layers PipelineNet Output Step 1 Source Prioritization Hydraulic Model Input Data Water Distribution System
25 Step 1 Source Prioritization Source prioritization is performed at the node (junction) level Initially, all nodes are considered available and are assigned a score of 1 All the nodes, which are either not available or not accessible are assigned a score of 0 Nodes at the junction of two pipes with different diameter Nodes at the junction of pipes with different material Nodes associated with dead end pipes Nodes associated with crosses, tees, and other distribution facilities Nodes on backbone pipes Nodes associated with a backflow-preventer Nodes which are physically inaccessible Only nodes with score equal to 1 are considered for Step 2
26 Source Prioritization Interface
27 Step 2 Distribution System Response Distribution System Score Matrix Parameter Scores Flow High Low Velocity High Low Pressure High Low Ageing Low High Concentration Low High
28 Distribution System Response Interface
29 Step 3 Critical Infrastructure and Population Density Critical Infrastructure and Population Density Score Matrix Parameter Scores Hospitals Far Near Schools Far Near Population Density Low High
30 Final Selection The total score for each pipe is tabulated based on the values assigned to the matrices These final scores are linked to the GIS pipeline layer The user can identify areas where monitoring stations should be placed based on the display of pipes with high scores
31 Monitoring Location Output Location selection based on: Flow Velocity Pressure Critical Facilities Population Probable Monitoring Locations
32 Summary GIS-based water distribution model Hydraulic modeling Water Quality Simulation Consequence Assessment Critical Customers Population, schools, and hospitals IDSE of Stage 2 of DBP Compliance Location of monitoring stations Post intrusion Isolation of the system Emergency response capability Contingency Planning Operational Support
33 PipelineNet Applications Salt Lake City (2002 Winter Olympics) Park City, Provo, Murray City East Bay Municipal Utility District (AwwaRF Project 2922) DC Water and Sewer Authority San Francisco Seattle Las Vegas St. Paul
34 PipelineNet Applications New York City (Republican National Convention) Washington Suburban Sanitary Commission Phoenix Fort Worth Ann Arbor Manchester Cincinnati
35 PipelineNet Distribution EPA Water Security Division Kevin B Mccormack 4606M USEPA Headquarters Ariel Rios Building 1200 Pennsylvania Avenue, N. W. Washington, DC mccormack.kevin@epa.gov WaterISAC Request Form Information
36 Distribution of PipelineNet EPA EPA Region I (Boston) EPA HQ Office of Groundwater and Drinking Water EPA HQ - Continuity of Operations Program (COOP) EPA Office of Research and Development EPA Health Protection and Modeling Branch EPA Office of Water EPA National Homeland Security Research Center EPA Emergency Operation Center Technical Support Working Group FEMA USGS USGS District Office in Washington State USGS District Office in NJ Centers for Disease Control The Agency for Toxic Substances and Disease Registry (ATSDR) US Department of Agriculture US Forest Service Agricultural Research Service Defense Threat Reduction Agency Naval Surface Warfare Center Army Center for Health Promotion and Preventive Medicine Academia (including UK, France, Netherlands and Canada) Interstate Commission on the Potomac River Basin American Water Works Association Research Foundation Lawrence Livermore National Laboratory US Olympic Public Safety Command (USOPC) Malcolm Pirnie, Inc. and other contractors (> 20)
37 Distribution of PipelineNet and RiverSpill STATE and COUNTY AGENCIES (> 10) Idaho Department of Environmental Quality Washington Department of Ecology New York State Department of Health NC Department of Environment And Natural Resources CITIES (> 40) Birmingham Water Works and Sewer Board Tampa Water Department City of Wilmington, DE Evesham, NJ Municipal Utilities Authority City of Forth Worth City of Yuma City of St. Paul Washington, DC Las Vegas Valley Water District Seattle Public Utilities San Francisco Public Utilities Park City Provo Murray City Philadelphia Water Department Salt Lake City Department of Public Utilities Cincinnati Water Department East Bay Municipal Utility District (Oakland, CA)
38 Program Contacts Kevin B McCormack Perry Pederson USEPA Headquarters 1200 Pennsylvania Avenue, N. W. MS 4606M Washington, DC Technical Support Working Group 1111 Jefferson Davis Highway Suite # 300 Arlington, VA mccormack.kevin@epa.gov Pedersonp@tswg.gov
39 Technical Contacts Dr. William B. Samuels Dr. Rakesh Bahadur Telephone: (703) (703) SAIC 1410 Springhill Road MS SH 2-1 Mclean, VA Fax: (703)
EPANET. Ivan Solinas
EPANET Ivan Solinas agronomi@gmail.com The Irrigation Questions How to irrigate How much to irrigate When to Irrigate Pressurized pipe network What is EPANET EPANET is a computer program that performs
More informationHydraulic Modeling Predicting and Resolving Water Quality Issues
Alliance of Indiana Rural Water September 21, 2016 Hydraulic Modeling Predicting and Resolving Water Quality Issues Jim McNulty, P.G. Strand Associates, Inc. The content of this presentation is not to
More informationSAIC QUALIFICATIONS And CAPABILITIES For WATER UTILITIES
SAIC QUALIFICATIONS And CAPABILITIES For WATER UTILITIES Why SAIC? Science Applications International Corporation (SAIC) is the largest employee-owned research and engineering firm in the nation, providing
More informationSTUDY OF WATER DISTRIBUTION NETWORK USING EPANET
STUDY OF WATER DISTRIBUTION NETWORK USING EPANET Darshan Mehta 1, Krunal Lakhani 2, Divy Patel 3, Govind Patel 4 Assistant Professor, Civil Engg. Dept., S.S.A.S.I.T, Surat, Gujarat, India 1 UG Student,
More informationADVANCED WATER DISTRIBUTION MODELING AND MANAGEMENT
H A E S T A D M E T H O D S ADVANCED WATER DISTRIBUTION MODELING AND MANAGEMENT F i r s t E d i t i o n Table of Contents Preface Continuing Education Units About the Software xv xix xxi Chapter 1 Introduction
More informationAnalysis of Continuous Water Distribution in Surat City using EPANET: A Case Study
GRD Journals Global Research and Development Journal for Engineering Recent Advances in Civil Engineering for Global Sustainability March 2016 e-issn: 2455-5703 Analysis of Continuous Water Distribution
More informationIndex. Note: f. indicates a figure; t. indicates a table.
Index Note: f. indicates a figure; t. indicates a table. All-mains models, 12, 13 All-pipes models, 20, 21f., 22 All-pipes reduced models, 20, 21f. American Water Works Association Calibration Guidelines
More informationAbout Me. Overview. Seattle Regional Water System. Seattle Regional Water System. Water System Analysis and Design at Seattle Public Utilities
About Me Water System Analysis and Design at Seattle Public Utilities Jon C. Ford, P.E. CEE 481 October 1, 8 Senior Civil Engineer, Seattle Public Utilities BSCE, Seattle University MSCE, University of
More informationSimulation of Existing Water Distribution Network by using EPANET: A Case Study of Surat City
GRD Journals Global Research and Development Journal for Engineering Recent Advances in Civil Engineering for Global Sustainability March 2016 e-issn: 2455-5703 Simulation of Existing Water Distribution
More informationSAWEA Workshop 2010 Innovative Water and Wastewater Networks Presented by Greg Welch, AECOM
SAWEA Workshop 2010 Innovative Water and Wastewater Networks Presented by Greg Welch, AECOM Basic Hydraulic Principles Open channel flow Closed conduit / pressurized flow systems Orifices, weirs and flumes
More informationHydraulic Modeling and System Optimization
DRINKING WATER ENERGY MANAGEMENT WORKSHOP SERIES TAKING ENERGY IMPROVEMENTS TO THE NEXT LEVEL: Hydraulic Modeling and System Optimization Steven Jones, M.S., P.E. September 4, 2013 What is a Water System
More informationTo assess the prevailing Water Distribution Network using EPANET
To assess the prevailing Water Distribution Network using EPANET Vipinkumar G Yadav 1, Darshan Mehta 2 Sahita I Waikhom 3 1 Assistant Professor, Civil Engineering Department, G.E.C, Rajkot, Gujarat, India
More informationModeling chlorine residuals in Water Distribution Network Using EPANET 2.0 software.
Modeling chlorine residuals in Water Distribution Network Using EPANET. software. Ms. Kashfina Kapadia* *Reader in Acropolis institute of technology and research Indore. kashfina@rediffmail.com 1. Abstract:
More informationOptimal Calibration Method for Water Distribution Water Quality Model
Optimal Calibration Method for Water Distribution Water Quality Model QUERY SHEET 0 Journal of Environmental Science and Health Part A, 41:1 16, 2006 Copyright C Taylor & Francis Group, LLC ISSN: 1093-4529
More informationSummary of LAKE ONTARIO Policies. 1. Requiring SPC approval: LO SEW 3 LO FUEL 2
Summary of LAE ONTARIO 1. Requiring SPC approval: LO SEW 3 LO FUEL 2 2. Information (editorial, revised, new): LO G 1 (revised) LO NGS 1 (revised) LO G 2 (revised) LO SEW 2 (revised) LO G 6 (revised) LO
More informationScienceDirect. Network analysis of water distribution system in rural areas using EPANET
Available online at www.sciencedirect.com ScienceDirect Procedia Engineering 119 (2015 ) 496 505 13th Computer Control for Water Industry Conference, CCWI 2015 Network analysis of water distribution system
More informationBefore the Committee on Transportation and the Environment Council of the District of Columbia
Testimony of Mr. Thomas P. Jacobus General Manager, Washington Aqueduct Performance Oversight Fiscal Years 2017 and 2018 Before the Committee on Transportation and the Environment Council of the District
More informationSection 7 Hydraulic Model Development and Evaluation Criteria
Section 7 Hydraulic Model Development and Evaluation Criteria The hydraulic evaluation conducted to develop this master plan was performed using a computer model of the reclaimed water distribution system.
More informationGreenPlan Modeling Tool User Guidance
GreenPlan Modeling Tool User Guidance Prepared by SAN FRANCISCO ESTUARY INSTITUTE 4911 Central Avenue, Richmond, CA 94804 Phone: 510-746-7334 (SFEI) Fax: 510-746-7300 www.sfei.org Table of Contents 1.
More informationEnergy Comparison between Tank Reservoir and Pumping Station System at Water Clean Network for Housing Complex
Energy Comparison between Tank Reservoir and Pumping Station System at Water Clean Network for Housing Complex Tamrin 1 Senior Lecturer Department of Civil Engineer, Mulawarman University, Samarinda, Indonesia
More informationUNI-DIRECTIONAL FLUSHING IN REIDSVILLE, NC: A TEAM EFFORT
UNI-DIRECTIONAL FLUSHING IN REIDSVILLE, NC: A TEAM EFFORT ABSTRACT Kevin Eason, PE, City of Reidsville Shane Majetich, Mueller Service Company Jeff Cruickshank, PE, Hazen and Sawyer* 629 Green Valley Road,
More informationANNUAL REPORT 2008 For Life, For Health, Clean Water
Potomac River Basin Drinking Water Source Protection Partnership ANNUAL REPORT 2008 For Life, For Health, Clean Water The Potomac River Basin Drinking Water Source Protection Partnership Our mission is
More informationCREATING CORRECT DATA FOR HYDRAULIC APPLICATIONS
CREATING CORRECT DATA FOR HYDRAULIC APPLICATIONS A contribution for strengthening and improving the drinking water network in Da Nang Ir. G.N.A. Soppe (Vitens - Evides International) Dr. Ir. D.C.M. Augustijn
More informationCEE 371 Fall 2009 Design Problem 1 (work in teams of 3) DESIGN OF AMHERST TRANSMISSION MAIN
CEE 371 Fall 2009 Design Problem 1 (work in teams of 3) DESIGN OF AMHERST TRANSMISSION MAIN Background The drinking water sources for the Town of Amherst include two surface water (reservoir) supplies
More informationProf. M. S. Mohan Kumar and Usha Manohar Department of Civil Engineering and CiSTUP Indian Institute of Science - Bangalore
Water and Water Distribution Networks in Urban Areas Prof. M. S. Mohan Kumar and Usha Manohar Department of Civil Engineering and CiSTUP Indian Institute of Science - Bangalore Urban Water Supply Water
More informationCOMPUTER APPLICATIONS HYDRAULIC ENGINEERING
- 7535 COMPUTER APPLICATIONS IN HYDRAULIC ENGINEERING Connecting Theory to Practice Fifth Edition HAESTAD PRESS Table of Contents Revision History Foreword CHAPTER 1 BASIC HYDRAULIC PRINCIPLES 1 1.1 General
More informationWater supply components
Water supply components Water sources structures (Dams, wells, reservoirs) Surface water Groundewater Pipelines from source Water treatment plant components Pumping stations Storage (elevated tanks) Distribution
More informationContents. 1 Characteristics of US Water Supply Systems 1
Contents List of Figures xiii List of Tables xix Preface xxi Acknowledgments xxv 1 Characteristics of US Water Supply Systems 1 Introduction...1 Water Scarcity Issues...2 Water Security Issues...4 Effects
More informationADOPTED REGULATION OF THE STATE ENVIRONMENTAL COMMISSION. LCB File No. R049-18
ADOPTED REGULATION OF THE STATE ENVIRONMENTAL COMMISSION LCB File No. R049-18 EXPLANATION Matter in italics is new; matter in brackets [omitted material] is material to be omitted. AUTHORITY: 1-23, NRS
More informationDevelopment of Stage-Discharge Ratings for Site 2240 Bear Creek at Cold Spring
Development of Stage-Discharge Ratings for Site 2240 Bear Creek at Cold Spring Prepared for: Urban Drainage and Flood Control District 2480 W. 26 th Avenue Suite 156-B Denver, CO 80211 May 19, 2006 (Rev
More informationFINAL ENGINEERING REPORT
FINAL ENGINEERING REPORT FORT PECK ASSINIBOINE AND SIOUX WATER SUPPLY SYSTEM DRY PRAIRIE RURAL WATER SYSTEM JANUARY 2002 VOLUME I FINAL ENGINEERING REPORT FORT PECK ASSINIBOINE AND SIOUX WATER SUPPLY SYSTEM
More informationEffluent Conveyance. Paul Trotta, P.E., Ph.D. Justin Ramsey, P.E. Chad Cooper
Effluent Conveyance Paul Trotta, P.E., Ph.D. Justin Ramsey, P.E. Chad Cooper University Curriculum Development for Decentralized Wastewater Management 1 NDWRCDP Disclaimer This work was supported by the
More informationPUBLIC UTILITIES. Water Service
PUBLIC UTILITIES Planning for public utilities is crucial to the successful growth of any community. The following section describes the current services provided to residents of Gloucester County and
More informationLateral Inflow into High-Velocity Channels
Lateral Inflow into High-Velocity Channels by Richard L. Stockstill PURPOSE: This Coastal and Hydraulics Engineering Technical Note (CHETN) investigates lateral flow discharging into a high-velocity channel.
More informationINTEGRATION OF GIS WITH HYDRAULIC TRANSIENT MODELING: EXPLORING BENEFITS, APPLICATIONS AND IMPACT ON MODEL SKELETONIZATION
INTEGRATION OF GIS WITH HYDRAULIC TRANSIENT MODELING: EXPLORING BENEFITS, APPLICATIONS AND IMPACT ON MODEL SKELETONIZATION BongSeog Jung 1, Paul Boulos 2 1 Tebodin Middle East Ltd., UAE 2 Innovyze Inc.,
More informationFederal Storm Water Requirements
Federal Storm Water Requirements Potomac Drinking Water Source Water Protection Partnership June 1, 2006 Presented by: Paula Estornell, USEPA Region III Overview of Federal Storm Water Requirements Introduction
More informationDrinking Water Source Assessment. Patterson Pass Water Treatment Plant Intake on South Bay Aqueduct
Drinking Water Source Assessment Patterson Pass Water Treatment Plant Intake on South Bay Aqueduct Source Name Patterson Pass WTP Raw Water Reservoir Source Number - 0110010-009 Zone 7 Water Agency of
More informationHydraulic Modeling Assisting in Water Quality. Jinghua Jing Xiao, Ph.D., P.E. Senior Planning Engineer SE PA-AWWA Fall Conference 2018
Hydraulic Modeling Assisting in Water Quality Jinghua Jing Xiao, Ph.D., P.E. Senior Planning Engineer SE PA-AWWA Fall Conference 2018 WHO WE ARE We are the largest and most geographically diverse publicly
More informationRegional District LGDE Help Manual
[Type text] Regional District LGDE Help Manual Issued by: Local Government Infrastructure and Finance Branch December, 2016 Table of Contents 7. STATISTICS SCHEDULES... 49 7(A) SCHEDULE C1 GENERAL STATISTICS
More informationModelling technique of interaction between pressure and gravity sewage systems
Modelling technique of interaction between pressure and gravity sewage systems Ireneusz Nowogoński 1,*, and Ewa Ogiołda 1 1 University of Zielona Góra, Faculty of Civil Engineering, Architectural and Environmental
More informationCHAPTER 4 MINIMUM DESIGN CRITERIA
4.1 INTRODUCTION CHAPTER 4 MINIMUM DESIGN CRITERIA Establishing realistic design criteria is paramount to evaluation of the existing water system s adequacy and planning for future water system improvements.
More informationHistorical Reconstruction of the Water-Distribution System Serving the Dover Township Area, New Jersey: January 1962 December 1996
Summary of Findings Historical Reconstruction of the Water-Distribution System Serving the Dover Township Area, New Jersey: January 1962 December 1996 1996 1962 1995 1988 1995 D N O S A 1962 J J M A M
More informationCHAPTER 5. COLLECTION SYSTEM ALTERNATIVES
CHAPTER 5. COLLECTION SYSTEM ALTERNATIVES This chapter evaluates alternative wastewater collection system technologies. Each technology is described along with the relative advantages and drawbacks for
More informationWATER QUALITY REPORT 2015 WHITTIER SYSTEM
WATER QUALITY REPORT 2015 WHITTIER SYSTEM For more than 60 years, Suburban Water Systems (Suburban) has provided dependable, high-quality water that complies with federal and state health safety standards
More informationPresented by June 10 & 11,
Presented by June 10 & 11, 2014 1 Agenda Introduction of the issue Video PWD/SFPUC case studies Saipan Case Study Cincinnati Case Study Policy Considerations 2 Acknowledgement U.S. Bureau of Reclamation
More informationCOLLECTION AND DISTRIBUTION OF WATER
COLLECTION AND DISTRIUTION OF WATER Addis Ababa University Addis Ababa Institute of Technology Department of Civil Engineering Collection and Distribution of Water Deals with the transport of water from
More informationMUNICIPAL SEPARATE STORM SEWER SYSTEM (MS4) STORMWATER MANAGEMENT PROGRAM
MUNICIPAL SEPARATE STORM SEWER SYSTEM (MS4) STORMWATER MANAGEMENT PROGRAM Last Update February 2018 Table of Contents Table of Contents... 2 I. PUBLIC EDUCATION AND OUTREACH PROGRAM... 3... 3 Educational
More informationNDCEE National Defense Center for Energy and Environment
NDCEE Task 0715: Army Chesapeake Bay Total Maximum Daily Load Pilots DoD Executive Agent Office Office of the of the Assistant Assistant Secretary of of the the Army for Installations, (Installations Energy
More informationProject Team Members
Picture from USGS Scientific Investigations Report 2008 5220 Arc NLET: Nitrate Load Estimation Toolkit Developing a GIS-Based Software for Estimating Nitrate Fate and Transport in Surficial Aquifers: from
More informationSection 7 Design Criteria Irrigation and Drainage Facilities
Section 7 Design Criteria Irrigation and Drainage Facilities 7.1 Background The Irrigation and Drainage system is comprised of the Coachella Branch of the All-American Canal (Coachella Canal), Protective
More informationSECTION 4 - DESIGN STANDARDS FOR WATER DISTRIBUTION FACILITIES
SECTION 4 - DESIGN STANDARDS FOR WATER DISTRIBUTION FACILITIES 4.1 GENERAL REQUIREMENTS 4.1.1 Water and fire protection distribution facilities are to be provided solely for the purpose of supplying potable
More informationENGINEERING REPORT WATER SUPPLY
PROPOSED RESIDENTIAL DEVELOPMENT, CORAL SPRINGS TRELAWNY FCS #: 1124/76/C ENGINEERING REPORT WATER SUPPLY PREPARED FOR Gore Developments Limited 2c Braemar Ave, Kingston 10 FEBRUARY 2012 1 TABLE OF CONTENTS
More informationOverview of Drinking Water Regulations
Overview of Drinking Water Regulations REGULATIONS William (Bill) Sullivan, Sanitary Engineer 3 Connecticut Department of Public Health Enforcement & Compliance Unit Purpose and Authority The Regulations
More informationDRAFT TECHNICAL MEMORANDUM
Stetson Engineers, Inc. Technical Memorandum - New City of Solvang Well Field, May 14, 2010 DRAFT TECHNICAL MEMORANDUM 2171 E. Francisco Blvd., Suite K San Rafael, California 94901 TEL: (415) 457-0701
More informationWater Supply Citizens Advisory Committee. Metropolitan Tunnel Redundancy
Massachusetts Water Resources Authority Presentation to the Water Supply Citizens Advisory Committee on Metropolitan Tunnel Redundancy October 13, 2016 Status of Existing Transmission System Facilities
More information2013 ANNUAL WATER REPORT
2013 ANNUAL WATER REPORT May 2014 TABLE OF CONTENTS Page 2 1.0 INTRODUCTION... 3 2.0 PARKSVILLE WATER SYSTEM... 3 3.0 DISTRIBUTION SYSTEM... 6 4.0 SCADA... 9 5.0 WATER SAMPLING AND TESTING... 10 6.0 WATER
More informationTemporal and Spatial Patterns of Water Isotope Ratios (δ 2 H and δ 18 O) in Municipal Tap Water as Measured by TCEA-IRMS
Naval Research Laboratory Washington, DC 20375-5320 NRL/MR/6110--12-9394 Temporal and Spatial Patterns of Water Isotope Ratios (δ 2 H and δ 18 O) in Municipal Tap Water as Measured by TCEA-IRMS Leila J.
More informationWhat s In Your Water? A Discussion of Threats To Virginia s Water Quality
What s In Your Water? A Discussion of Threats To Virginia s Water Quality March 27 28, 2015 William and Mary School of Law Dr. John L. Daniels, P.E. Professor and Chair Department of Civil and Environmental
More information2012 ANNUAL WATER REPORT
2012 ANNUAL WATER REPORT May 2013 TABLE OF CONTENTS Page 2 1.0 INTRODUCTION... 3 2.0 PARKSVILLE WATER SYSTEM... 3 3.0 DISTRIBUTION SYSTEM... 6 4.0 SCADA... 9 5.0 WATER SAMPLING AND TESTING... 10 6.0 WATER
More informationAPPENDIX B. WSSC Design Criteria for Water Distribution Systems
a. System Requirements ) Pressure Requirements APPENDIX B WSSC Design Criteria for Water Distribution Systems a) The water distribution system shall have adequate capacity to supply domestic demand to
More informationWater System Design by Optimization: Colorado Springs Utilities Case Studies. Istvan Lippai, Ph.D., P.E. 1
Water System Design by Optimization: Colorado Springs Utilities Case Studies Abstract Istvan Lippai, Ph.D., P.E. 1 Traditional water system master planning procedures have included designing water distribution
More informationWATER AND WASTEWATER EXPERTS
All of our work is performed in the areas of water and wastewater, resulting in a level of understanding of key project issues that few can match. WATER AND WASTEWATER EXPERTS Carollo Engineers is an environmental
More informationScienceDirect. Numerical model of a district water distribution system in Bucharest. A.-M. Georgescu a, *, S. Perju a, S.-C. Georgescu b, A.
Available online at www.sciencedirect.com ScienceDirect Procedia Engineering 70 ( 2014 ) 707 714 12th International Conference on Computing and Control for the Water Industry, CCWI2013 Numerical model
More informationSOME ASPECTS REGARING CHLORINE DECAY IN WATER DISTRIBUTION NETWORKS
SOME ASPECTS REGARING CHLORINE DECAY IN WATER DISTRIBUTION NETWORKS LIANA IOANA VU 1, GABRIELA ELENA DUMITRAN 2 ABSTRACT. A major objective of drinking water treatment is to provide microbiologically safe
More informationCITY UTILITIES DESIGN STANDARDS MANUAL
CITY UTILITIES DESIGN STANDARDS MANUAL Book 4 (W) W1 June 2015 W1.01 Purpose The purpose of this Chapter is to define acronyms and terms used throughout the Book of the Design Standards Manual. This Chapter
More informationWork Group Accomplishments and Work Plans
Annual Meeting November 20, 2014 Work Group Accomplishments and Work Plans Government Committee Held a meeting on Harmful Algal Blooms in May 2014. In addition to providing information to Partnership members,
More informationCHAPTER 6 COLLECTION SYSTEM HYDRAULIC MODEL
CHAPTER 6 COLLECTION SYSTEM HYDRAULIC MODEL INTRODUCTION The District developed a hydraulic model of the sanitary sewer system as part the 2000 Wastewater Comprehensive Plan. The output from this model
More informationModule 7: Hydraulic Design of Sewers and Storm Water Drains. Lecture 7: Hydraulic Design of Sewers and Storm Water Drains
Module 7: Hydraulic Design of Sewers and Storm Water Drains Lecture 7: Hydraulic Design of Sewers and Storm Water Drains 7.0 HYDRAULIC DESIGN OF SEWERS AND STORM WATER DRAINS 7.1 General Consideration
More informationFive Year Capital Improvement Program
Projects City of Pomona 201819 Proposed Budget Five Year Capital Improvement Program Page # Expended as of 2/28/18 Remaining Budget Proposed 2018/19 ~ Funded Projects ~ Groundwater Well Evaluation and
More information(b) Water Engineering Basics
NRRI Training for the Oklahoma Corporation Commission March 14-16, 2017 Topic 3 (b) Water Engineering Basics Kathryn J. Kline Research Associate National Regulatory Research Institute kkline@nrri.org Industry
More informationEvaluation of Drinking Water Security at DoD Installations
Evaluation of Drinking Water Security at DoD Installations Andrew Barton Battelle Misha Turner HQ USMC BUSINESS SENSITIVE 1 Presentation Overview General drinking water security issues Drinking water system
More informationEnergy Savings through Water Conservation in Municipal Water Distribution Systems
Energy Savings through Water Conservation in Municipal Water Distribution Systems Santosh Ghimire PhD Candidate Civil & Environmental Engineering Department, Michigan Tech University, Houghton, MI-49931
More informationSYSTEM ID: KY 10 NARRATIVE DESCRIPTION
SYSTEM ID: KY 10 NARRATIVE DESCRIPTION KY 10 is primarily a branched system in Kentucky with the following assets: 13 Tanks, 13 Pumps, 1 Water Treatment Plant, and approximately 1353879 feet of pipe. KY
More informationEnvironmental Engineering-I
Environmental Engineering-I Prof. Dr. Muhammad Zulfiqar Ali Khan Engr. Muhammad Aboubakar Farooq Water Distribution Systems & Analysis 1 Water Distribution Systems & Analysis References Water Supply &
More informationTraining Course Brochure Building Capacity in Rural & Urban Water Management
Training Course Brochure 2015 Building Capacity in Rural & Urban Water Management Introduction The WastePro Academy seeks to encourage the use of desktop software applications in the water and environmental
More informationCITY OF SASKATOON DESIGN AND DEVELOPMENT STANDARDS MANUAL SECTION FOUR WATER DISTRIBUTION SYSTEM
CITY OF SASKATOON DESIGN AND DEVELOPMENT STANDARDS MANUAL SECTION FOUR WATER DISTRIBUTION SYSTEM 2018 TABLE OF CONTENTS Section Four Water Distribution System SECTION PAGE NUMBER 1. Objective...1 2. Submissions
More informationEntities required to comply with the regulations must develop a plan which addresses six Minimum Control Measures (MCMs).
DAUPHIN COUNTY NPDES PHASE II REQUIREMENTS FOR SMALL MS4S IMPLEMENTATION PLAN BACKGROUND Urban and suburban stormwater runoff carries with it a wide variety of pollutants to local streams. Much of this
More informationWATER SUPPLY ENGINEERING
1 WATER SUPPLY ENGINEERING (RESERVOIRS AND DISTRIBUTION SYSTEM) Compiled and Prepared By: Abhash Acharya Central Campus, Pulchowk 2 7.1 Systems of Supply: 7.1.1 Continuous System: The system of supply
More informationRequest for Proposals
Request for Proposals The Marina Coast Water District wishes to contract for an individual or firm to prepare Master Plans and Capacity Fees for Sewer, Water and Recycled Water Proposals due 4:00 PM October
More informationSYSTEM ID: KY 3 NARRATIVE DESCRIPTION
SYSTEM ID: KY 3 NARRATIVE DESCRIPTION KY 3 is primarily a grid system in Kentucky with the following assets: 3 Tanks, 5 Pumps, 1 Water Treatment Plant, and approximately 277,022 feet of pipe. KY 3 provides
More informationThe U.S Environmental Protection
FWRJ Distribution System Water Quality Models Support Treatment Process Decisions Brandon Bryant, Michael Harber, and Robert Dehler The U.S Environmental Protection Agency (EPA) has estimated that over
More informationEnvironmental and Sanitary Engineering Course
Environmental and Sanitary Engineering Course Civil Department College of Engineering Babylon University Fourth Class Year -00 / 0 Teaching Team Professor Dr. Mohammad Abid Moslim Altufaily Lecture Mr.
More informationPoche Beach Clean Beaches Initiative (CBI) Project. County of Orange/RDMD/Watershed & Coastal Resources
Poche Beach Clean Beaches Initiative (CBI) Project County of Orange/RDMD/Watershed & Coastal Resources Agenda Location of Poche Beach Photos Background of the Project Watershed Area Bacteria Source Tracking
More informationTechnical Memorandum No. 1
DISTRICT OF COLUMBIA WATER AND SEWER AUTHORITY Serving the Public Protecting the Environment Technical Memorandum No. 1 Multi-Jurisdictional Use Facilities Capital Cost Allocation DRAFT April 17, 2013
More informationCity of Yuba City. Yuba City Update to Water Demand and Infrastructure System Evaluation. Technical Memorandum
City of Yuba City Yuba City Update to Water Demand and Infrastructure System Evaluation Technical Memorandum July 2006 Table of Contents Introduction... 1 Background...1 Purpose and Objectives...1 Water
More information2011 ANNUAL WATER REPORT
2011 ANNUAL WATER REPORT June 2012 Engineering and Operations Department TABLE OF CONTENTS Page 2 1.0 INTRODUCTION... 3 2.0 PARKSVILLE WATER SYSTEM... 3 3.0 DISTRIBUTION SYSTEM... 6 4.0 SCADA... 9 5.0
More informationA Global Marketing Information Company jdpower.com Water Utility Residential Customer Satisfaction Study
A Global Marketing Information Company jdpower.com 2016 Water Utility Residential Customer Satisfaction Study 2016 Water Utility Residential Customer Satisfaction Study Publish Date: May, 2016 The water
More informationAPPENDIX A: EMERGENCY RESPONSE AND CONTINGENCY PLAN TEMPLATE
APPENDIX A: EMERGENCY RESPONSE AND CONTINGENCY PLAN TEMPLATE This template is designed to be a starting point to aid you in preparing your own plan. Please modify to suit the needs of your water supply
More informationSouth Coast Water District 2017 Master Plan Updates
South Coast Water District 2017 Master Plan Updates SCWD Sara Mathis, PE AECOM Henry Liang, PE Kelly McEnerney, EIT June 22, 2017 2017 Master Plan Update Presentation Outline Approach Potable Water System
More informationSAWS WATER PROJECTS MODELING CRITERIA GUIDELINES
SAWS WATER PROJECTS MODELING CRITERIA GUIDELINES July 2016 2800 U.S. Highway 281 North San Antonio, Texas 78212 Modeling Criteria Guidelines, July 2016 TABLE OF CONTENTS MODELING CRITERIA GUIDELINES FOR
More informationTable of Contents. 0.0 Executive Summary Potable Water Demand Projection Introduction... 35
Table of Contents 0.0 Executive Summary... 1 1.0 Potable Water Demand Projection... 6 1.1 Introduction... 6 1.2 Service Area... 7 1.2.1 Service Area Development... 7 1.2.2 Service Area Population... 7
More informationSession 2 Pump Selection. Mark Markham, P.E. Gresham, Smith and Partners September 14, 2017
Session 2 Pump Selection Mark Markham, P.E. Gresham, Smith and Partners September 14, 2017 Quick Refresh System Curves graphically show the relationship between flow rates and associated total dynamic
More informationCase Studies to Identify Occurrence, Accuracy and Causes of Reverse Flow Using Meter Systems
Executive Summary Case Studies to Identify Occurrence, Accuracy and Causes of Reverse Flow Using Meter Systems Project Number: 4384 Date Available: November 2016 Principal Investigators: Orren D. Schneider,
More informationCity of Orofino, Water Treatment Upgrades
EPA Region 10 DWSRF WATERS Awards 2017 WATERS Well-Planned Affordable Transferable Efficient Resilient Sustainable 2017 WATERS Award Winners About The WATERS Awards Recognizing the most innova ve and effec
More informationSENSOR ENABLED WATER QUALITY AND CORROSION DEGRADATION ASSESSMENT SYSTEMS FOR WATER DISTRIBUTION NETWORKS
2009 U.S. Army Corrosion Summit February 3, 4, and 5, 2009 Clearwater Beach, Florida SENSOR ENABLED WATER QUALITY AND CORROSION DEGRADATION ASSESSMENT SYSTEMS FOR WATER DISTRIBUTION NETWORKS Vincent F.
More informationGRAVITY CALIBRATION: A SIGNATURE ACCOMPLISHMENT
GRAVITY CALIBRATION: A SIGNATURE ACCOMPLISHMENT Phil Hubbard, P.E., HRSD Paul Wilson, P.E., Brown and Caldwell* Mark Harber, P.E., Brown and Caldwell *301 Bendix Road, Suite 400 ABSTRACT Virginia Beach,
More informationHAZARDOUS SUBSTANCES REPORTING FORM FOR SITE PLAN REVIEW
CITY OF FARMINGTON HILLS Planning Office 248-871-2540 HAZARDOUS SUBSTANCES REPORTING FORM FOR SITE PLAN REVIEW Site Plan #: Note: This form should be completed and submitted to the Planning Office as part
More informationPhase 1 Part 2 CSO Control Plan Wellington Avenue CSO Facility. Hydraulic Modeling Software Selection
DRAFT Technical Memorandum Phase 1 Part 2 CSO Control Plan Wellington Avenue CSO Facility Hydraulic Modeling Software Selection Prepared for: City of Newport Public Works Department 70 Halsey Street Newport,
More informationPinellas County Utilities provides drinking
From Start to Finish: Calibrating Pinellas County s 2,000-Mile Hydraulic Water Distribution System Model Christopher C. Baggett, Guohua Li, Roberto A. Rosario, Ameena Y. Khan, William A. Lovins III, Robert
More informationChesapeake PCB Consortium Conceptual Framework and Proposed Exploration
Chesapeake PCB Consortium Conceptual Framework and Proposed Exploration Goal To explore the formation of a Chesapeake Polychlorinated biphenyls (PCB) Consortium that will support jurisdiction PCB Total
More information