Water Supply from NID Reservoirs
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Estimating Aquifer Storage and Recovery (ASR) Regional and Local Suitability: a Case Study in Washington State, USA
hydrology Case Report Estimating Aquifer Storage and Recovery (ASR) Regional and Local Suitability: A Case Study in Washington State, USA Maria T. Gibson 1,* ID , Michael E. Campana 2 and Dave Nazy 3 1 Water Resources Graduate Program, Oregon State University, Corvallis, OR 97330, USA 2 Hydrogeology and Water Resources, College of Earth, Ocean, and Atmospheric Sciences, Oregon State University, Corvallis, OR 97330, USA; [email protected] 3 EA Engineering, Science, and Technology, INC., Olympia, WA 98508, USA; [email protected] * Correspondence: [email protected]; Tel.: +1-541-214-5599 Received: 21 December 2017; Accepted: 5 January 2018; Published: 12 January 2018 Abstract: Developing aquifers as underground water supply reservoirs is an advantageous approach applicable to meeting water management objectives. Aquifer storage and recovery (ASR) is a direct injection and subsequent withdrawal technology that is used to increase water supply storage through injection wells. Due to site-specific hydrogeological quantification and evaluation to assess ASR suitability, limited methods have been developed to identify suitability on regional scales that are also applicable at local scales. This paper presents an ASR site scoring system developed to qualitatively assess regional and local suitability of ASR using 9 scored metrics to determine total percent of ASR suitability, partitioned into hydrogeologic properties, operational considerations, and regulatory influences. The development and application of a qualitative water well suitability method was used to assess the potential groundwater response to injection, estimate suitability based on predesignated injection rates, and provide cumulative approximation of statewide and local storage prospects. The two methods allowed for rapid assessment of ASR suitability and its applicability to regional and local water management objectives at over 280 locations within 62 watersheds in Washington, USA. -
Estimation of the Base Flow Recession Constant Under Human Interference Brian F
WATER RESOURCES RESEARCH, VOL. 49, 7366–7379, doi:10.1002/wrcr.20532, 2013 Estimation of the base flow recession constant under human interference Brian F. Thomas,1 Richard M. Vogel,2 Charles N. Kroll,3 and James S. Famiglietti1,4,5 Received 28 January 2013; revised 27 August 2013; accepted 13 September 2013; published 15 November 2013. [1] The base flow recession constant, Kb, is used to characterize the interaction of groundwater and surface water systems. Estimation of Kb is critical in many studies including rainfall-runoff modeling, estimation of low flow statistics at ungaged locations, and base flow separation methods. The performance of several estimators of Kb are compared, including several new approaches which account for the impact of human withdrawals. A traditional semilog estimation approach adapted to incorporate the influence of human withdrawals was preferred over other derivative-based estimators. Human withdrawals are shown to have a significant impact on the estimation of base flow recessions, even when withdrawals are relatively small. Regional regression models are developed to relate seasonal estimates of Kb to physical, climatic, and anthropogenic characteristics of stream-aquifer systems. Among the factors considered for explaining the behavior of Kb, both drainage density and human withdrawals have significant and similar explanatory power. We document the importance of incorporating human withdrawals into models of the base flow recession response of a watershed and the systemic downward bias associated with estimates of Kb obtained without consideration of human withdrawals. Citation: Thomas, B. F., R. M. Vogel, C. N. Kroll, and J. S. Famiglietti (2013), Estimation of the base flow recession constant under human interference, Water Resour. -
Natural Water Retention Measures
Natural Water Retention Measures Issue 32 May 2012 Editorial Contents Page Promoting Natural Water Retention - Wetland management needs a human-centric approach 4 Wetland management should consider human health as well An Ecosystem Approach as biodiversity. By a combination of human activities, the European environment Four-step strategy for wetland restoration 5 has been progressively dehydrated through overexploitation of Scientists call for new approach to multipurpose wetland its water resources. Climate change is likely to place even greater creation or restoration. pressures on these resources, which provide essential ecosystem services to communities throughout Europe, and also lead to an Blocking drainage ditches aids peatland restoration 6 increased risk of extreme events, such as droughts and flooding. Ditch blocking could help restore valuable peatlands but care is needed, study says. This special issue explores potential management measures aimed at enhancing the water storage potential of Europe’s What factors affect run-off from agricultural land? 7 ecosystems and aquifers and safeguarding them against the A study explores ways to reduce environmental impact of effects of climate change and other such human-induced agricultural runoff. pressures. Forests: A positive force for global water availability 8 Of particular concern to policymakers is the protection against Forests should be considered as global public goods, a new flooding that natural ecosystems afford. However, the ability study concludes. of natural features to retain water also delivers other vital ecosystem services including water provision and purification, Soil properties are key factor in flood prevention 9 improvement of soil quality, provision of habitat, cultural services, Scientists investigate the critical role of forest soil conditions air quality, climate regulation and, especially in peat bogs, on rainwater runoff. -
Module III - Water, Ecosystem Services, and Biodiversity
Environmental Review Guide - Water, Ecosystem Services, and Biodiversity Module III - Water, Ecosystem Services, and Biodiversity The purpose of this module is to link the Regional Environmental Review Program to the goals of the Division of Ecological and Water Resources. The Division of Ecological and Water Resources works with others to: • Protect, restore, and sustain watershed functions (land-water connections, surface water resources) • Protect, restore, and sustain biodiversity and its adaptive potential • Protect, restore, and sustain groundwater resources • Provide and support excellent outdoor recreation opportunities • Minimize the negative economic and ecological impacts of invasive species • Support sustainable natural resource economies • Help achieve other DNR core objectives • Create and maintain a learning organization that implements the division’s guiding principles The Environmental Review Program is a key component in the Department of Natural Resources’ efforts to improve Minnesota’s water, ecosystem services, and biodiversity. DNR staff members involved in evaluating the effects of land- and water-use plans and economic development projects must take an integrated, systems-based, collaborative, and community- based approach to improving the habitat base and providing technical advice on actions that have the potential to adversely affect the environment. Staff must be ever mindful of the need to sustain (1) quantities and qualities of water that will ensure that Minnesota’s people and other biota can survive and thrive in the midst of changing trends in energy, climate, and demographics; (2) levels of diversity that will provide native Minnesota species and biomes with the resilience and adaptive capacities they need to evolve and thrive in the midst of changing conditions; and (3) economically vital ecosystem services that will provide Minnesota with economic and ecological security into the future. -
Stormwater and Water Quality
Contact information: www.engr.uconn.edu/cee 1 We will begin with an overall examination of what is “pollution,” discuss some primary water quality issues. Then, we will move on to some typical impacts that IWC will deal with and address the effectiveness and cost of mitigation measures. 2 Straw poll used to generate discussion on what WAS the state of the environment … then jump to how this has changed. 3 London – early 1850s cholera epidemic surrounding Broad Street Pump Dr. John Snow – broke handle to pump “breaking” the case Pre-1908: filtration used to purify drinking water Boonton Reservoir (NJ) – 1st system in US chlorinated 1908 Safe Drinking Water Act Killer smog – Donora, PA atmospheric inversion layer trapped pollutants near surface in a valley near Pittsburgh, PA – killing several people led to increased atmospheric awareness of air pollution Cuyahoga River (Cleveland) caught fire!!! Yes, water CAN burn! Resulted from garbage and oil on surface Not the only incident involving harbors burning Love Canal, NY – near Buffalo Toxic dumping site in old canal “bathtub” eventually filled with water and seeped into french drains and neighborhood – exposing residents to VERY high levels of pollutants Increased cancer and disease Led to CERCLA (a.k.a. “Superfund”) in 1980 4 Fish kill due to low oxygen in water – likely but not necessarily CSS outfall in West Hartford – YES! -note garbage and toilet paper in reeds in foreground Stormwater filled with sediment – YES! Acid mine drainage (low pH – acid – and high metals) – YES! -orange color -
Technical Note 15-04 Aquifer Storage and Recovery in Texas: 2015
Technical Note 15-04 AQUIFER STORAGE AND RECOVERY IN TEXAS: 2015 by Matthew Webb Texas Water Development Board Technical Note 15-04 Table of Contents Executive Summary ......................................................................................................................... 1 Introduction ..................................................................................................................................... 2 Background ...................................................................................................................................... 2 Methods and Terms .................................................................................................................... 2 Definitions ................................................................................................................................... 4 Benefits and Challenges .............................................................................................................. 4 2011 Aquifer Storage and Recovery Assessment Report ........................................................... 5 Regulatory ....................................................................................................................................... 7 Source Water Permitting Requirements ..................................................................................... 7 Underground Injection Wells ...................................................................................................... 8 Groundwater Conservation Districts -
Peak Water Demand Study: Development of Metrics And
The Future of Estimating Peak Water Demand in the Uniform Plumbing Code DAN COLE ACEEE HOT WATER FORUM MARCH, 2018 Estimating Peak Demand for Residential Dwellings Water Demand Calculator Code Provisions Code Provisions PEAK WATER DEMAND CALCULATOR M 101.0 General. M 101.1 Applicability. This appendix provides a method for estimating the demand load for the building water supply and principal branches for single- and multi-family dwellings with water-conserving plumbing fixtures, fixture fittings, and appliances. Code Provisions M 102.0 Demand Load. M 102.1 Water-Conserving Fixtures. Plumbing fixtures, fixture fittings, and appliances shall not exceed the design flow rate in Table M 102.1. Code Provisions M 102.2 Water Demand Calculator. The estimated design flow rate for the building supply and principal branches and risers shall be determined by the IAPMO Water Demand Calculator available for download at www.iapmo.org/WEStand/Pages/WaterDemandCalculator.aspx Code Provisions M 102.3 Meter and Building Supply. To determine the design flow rate for the water meter and building supply, enter the total number of indoor plumbing fixtures and appliances for the building in Column [B] of the Water Demand Calculator and run Calculator. See Table M 102.3 for an example. Code Provisions M 102.4 Fixture Branches and Fixture Supplies. To determine the design flow rate for fixture branches and risers, enter the total number of plumbing fixtures and appliances for the fixture branch or riser in Column [B] of the Water Demand Calculator and run Calculator. The flow rate for one fixture branch and one fixture supply shall be the design flow rate of the fixture according to Table M 102.1. -
WATER SECURITY STATUS REPORT December 2020
WATER SECURITY STATUS REPORT December 2020 SEQ Water Grid capacity Average daily residential consumption Grid operations and overall water security position (L/Person) Despite receiving rainfall in parts of the northern and southern areas The Southern Regional Water Pipeline is still operating in a northerly 100% 250 2019 December average of South East Queensland (SEQ), the region continues to be in Drought direction. The Northern Pipeline Interconnectors (NPI 1 and 2) have been 90% 200 Response conditions with combined Water Grid storages at 57.8%. operating in a bidirectional mode, with NPI 1 flowing north while NPI 80% 150 2 flows south. The grid flow operations help to distribute water in SEQ Wivenhoe Dam remains below 50% capacity for the seventh 70% 100 where it is needed most. SEQ Drought Readiness 50 consecutive month. There was minimal rainfall in the catchment 60% average Drought Response 0 surrounding Lake Wivenhoe, our largest drinking water storage. The average residential water usage remains high at 172 litres per 50% person, per day (LPD). While this is less than the same period last year 40% 172 184 165 196 177 164 Although the December rain provided welcome relief for many of the (195 LPD), it is still 22 litres above the recommended 150 LPD average % region’s off-grid communities, Boonah-Kalbar and Dayboro are still under 57.8 30% *Data range is 03/12/2020 to 30/12/2020 and 05/12/2019 to 01/01/2020 according to the SEQ Drought Response Plan. drought response monitoring (see below for additional details). 20% See map below and legend at the bottom of the page for water service provider information The Bureau of Meteorology (BOM) outlook for January to March is likely 10% The Gold Coast Desalination Plant (GCDP) had been maximising to be wetter than average for much of Australia, particularly in the east. -
Peak Water: Risks Embedded in Japanese Supply Chains
Peak water: Risks embedded in Japanese supply chains Analysis of how companies in the Nikkei 225 Index are exposed to water risk through suppliers in Asia kpmg.or.jp trucost.com c | Section or Brochure name Contents 1.0 Executive summary 1 2.0 Trade in water risk: Corporate financial exposure in Japan 3 2.1 Study to assess supply chain water risk in the Nikkei 225 Index 3.0 Water use in the Nikkei 225 7 3.1 Supply chain water use varies across sectors 3.2 Variations in the water intensity of companies 3.3 Water scarcity pricing to identify risk 4.0 Mapping water use in supply chains 13 4.1 Water hot spots across the Personal & Household Goods sector 5.0 Corporate water risk in Asia 17 5.1 Creating supplier water risk profiles 5.2 Exposure to water risk in raw materials sourcing 6.0 Conclusions and next steps 21 7.0 Appendix: Trucost methodology 23 Authors: KPMG Director Kazuhiko Saito and Trucost Research Editor Liesel van Ast Acknowledgements: Thanks to Tom Barnett, Jessica Hedley, Steve Bullock, Stefano Dell’Aringa and Aaron Re’em of Trucost for contributing to this study. © 2012 KPMG AZSA Sustainability Co., Ltd., a company established under the Japan Company Law and a member firm of the KPMG network of independent member firms affiliated with KPMG International Cooperative (“KPMG International”), a Swiss entity. All rights reserved. © 2012 Trucost Plc 1 | Peak water: Risks embedded in Japanese supply chains 1.0 Executive summary KPMG AZSA Sustainability Co. has partnered with environmental data and insight experts Trucost to look at supply chain water risk in the Nikkei 225 Index. -
Heuristic Continuous Base Flow Separation
Heuristic Continuous Base Flow Separation Jozsef Szilagyi1 Abstract: A digital filtering algorithm for continuous base flow separation is compared to physically based simulations of base flow. It is shown that the digital filter gives comparable results to model simulations in terms of the multiyear base flow index when a filter coefficient is used that replicates the watershed-specific time delay of model simulations. This way, the application of the heuristic digital filter for practical continuous base flow separation can be justified when auxiliary hydrometeorological data ͑such as precipitation and air temperature͒ typically required for physically based base flow separation techniques are not available or not representative of the watershed. The filter coefficient can then be optimized upon an empirical estimate of the watershed-specific time delay, requiring only the drainage area of the watershed. DOI: 10.1061/͑ASCE͒1084-0699͑2004͒9:4͑311͒ CE Database subject headings: Base flow; Digital filters; Runoff; Streamflow; Algorithms. Introduction needed to obtain a good estimate on the amount of water available to runoff. Many times the precipitation record has discontinuities Detailed knowledge of groundwater contribution to streams, i.e., that can easily thwart efforts to perform continuous base flow base flow, is important in many water management areas: water separation using physically based techniques. Clearly, there is a supply, wastewater dilution, navigation, hydropower generation practical need for a technique that uses the most basic information ͑Dingman 1994͒ and aquifer characterization ͑Brutsaert and Nie- available: streamflow and the corresponding drainage area. The ber 1977; Troch et al. 1993; Szilagyi et al. 1998; Brutsaert and digital filtering technique of Nathan and McMahon ͑1990͒ is such Lopez 1998͒. -
Ageing Water Storage Infrastructure: an Emerging Global Risk
UNU-INWEH REPORT SERIES 11 Ageing Water Storage Infrastructure: An Emerging Global Risk Duminda Perera, Vladimir Smakhtin, Spencer Williams, Taylor North, Allen Curry www.inweh.unu.edu About UNU-INWEH UNU-INWEH’s mission is to help resolve pressing water challenges that are of concern to the United Nations, its Member States, and their people, through critical analysis and synthesis of existing bodies of scientific discovery; targeted research that identifies emerging policy issues; application of on-the-ground scalable science-based solutions to water issues; and global outreach. UNU-INWEH carries out its work in cooperation with the network of other research institutions, international organisations and individual scholars throughout the world. UNU-INWEH is an integral part of the United Nations University (UNU) – an academic arm of the UN, which includes 13 institutes and programmes located in 12 countries around the world, and dealing with various issues of development. UNU-INWEH was established, as a public service agency and a subsidiary body of the UNU, in 1996. Its operations are secured through long-term host-country and core-funding agreements with the Government of Canada. The Institute is located in Hamilton, Canada, and its facilities are supported by McMaster University. About UNU-INWEH Report Series UNU-INWEH Reports normally address global water issues, gaps and challenges, and range from original research on specific subject to synthesis or critical review and analysis of a problem of global nature and significance. Reports are published by UNU-INWEH staff, in collaboration with partners, as / when applicable. Each report is internally and externally peer-reviewed. -
Ecosystem Service Benefits Generated by Improved Water Quality from Conservation Practices
March, 2017 Chapter 2 Ecosystem Service Benefits Generated by Improved Water Quality from Conservation Practices Authors Synthesis Chapter - The Valuation of Ecosystem Services from Farms and Forests: Informing a systematic approach to quantifying benefits of conservation programs Project Co-Chair: L. Wainger, University of Maryland Center for Environmental Science, Solomons, MD, [email protected] Project Co-Chair: D. Ervin, Portland State University, Portland, OR, [email protected] Chapter 1: Assessing Pollinator Habitat Services to Optimize Conservation Programs R. Iovanna, United States Department of Agriculture – Farm Service Agency, Washington, DC, [email protected] A. Ando, University of Illinois, Urbana, IL, [email protected] S. Swinton, Michigan State University, East Lansing, MI, [email protected] J. Kagan, Oregon State/Portland State, Portland, OR, [email protected] D. Hellerstein, United States Department of Agriculture - Economic Research Agriculture, Washington, DC, [email protected] D. Mushet, U.S. Geological Survey, Jamestown, ND, [email protected] C. Otto, U.S. Geological Survey, Jamestown, ND, [email protected] Chapter 2: Ecosystem Service Benefits Generated by Improved Water Quality from Conservation Practices L. Wainger, University of Maryland Center for Environmental Science, Solomons, MD, [email protected] J. Loomis, Colorado State University, Fort Collins, CO, [email protected] R. Johnston, Clark University, Worcester, MA, [email protected] L. Hansen, USDA ERS, United States Department of Agriculture - Economic Research Agriculture, Washington, DC, [email protected] D. Carlisle, United States Geological Survey, Reston, VA, [email protected] D. Lawrence, Blackwooods Group, Washington, DC, [email protected] N. Gollehon, United States Department of Agriculture - Natural Resources Conservation Service, Beltsville, MD, [email protected] L.