Urban Water: Strategies That Work
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Managing Storm Water Runoff to Prevent Contamination of Drinking Water
United States Office of Water EPA 816-F-01-020 Environmental Protection (4606) July 2001 Agency Source Water Protection Practices Bulletin Managing Storm Water Runoff to Prevent Contamination of Drinking Water Storm water runoff is rain or snow melt that flows off the land, from streets, roof tops, and lawns. The runoff carries sediment and contaminants with it to a surface water body or infiltrates through the soil to ground water. This fact sheet focuses on the management of runoff in urban environments; other fact sheets address management measures for other specific sources, such as pesticides, animal feeding operations, and vehicle washing. SOURCES OF STORM WATER RUNOFF Urban and suburban areas are predominated by impervious cover including pavements on roads, sidewalks, and parking lots; rooftops of buildings and other structures; and impaired pervious surfaces (compacted soils) such as dirt parking lots, walking paths, baseball fields and suburban lawns. During storms, rainwater flows across these impervious surfaces, mobilizing contaminants, and transporting them to water bodies. All of the activities that take place in urban and suburban areas contribute to the pollutant load of storm water runoff. Oil, gasoline, and automotive fluids drip from vehicles onto roads and parking lots. Storm water runoff from shopping malls and retail centers also contains hydrocarbons from automobiles. Landscaping by homeowners, around businesses, and on public grounds contributes sediments, pesticides, fertilizers, and nutrients to runoff. Construction of roads and buildings is another large contributor of sediment loads to waterways. In addition, any uncovered materials such as improperly stored hazardous substances (e.g., household Parking lot runoff cleaners, pool chemicals, or lawn care products), pet and wildlife wastes, and litter can be carried in runoff to streams or ground water. -
Safe Use of Wastewater in Agriculture: Good Practice Examples
SAFE USE OF WASTEWATER IN AGRICULTURE: GOOD PRACTICE EXAMPLES Hiroshan Hettiarachchi Reza Ardakanian, Editors SAFE USE OF WASTEWATER IN AGRICULTURE: GOOD PRACTICE EXAMPLES Hiroshan Hettiarachchi Reza Ardakanian, Editors PREFACE Population growth, rapid urbanisation, more water intense consumption patterns and climate change are intensifying the pressure on freshwater resources. The increasing scarcity of water, combined with other factors such as energy and fertilizers, is driving millions of farmers and other entrepreneurs to make use of wastewater. Wastewater reuse is an excellent example that naturally explains the importance of integrated management of water, soil and waste, which we define as the Nexus While the information in this book are generally believed to be true and accurate at the approach. The process begins in the waste sector, but the selection of date of publication, the editors and the publisher cannot accept any legal responsibility for the correct management model can make it relevant and important to any errors or omissions that may be made. The publisher makes no warranty, expressed or the water and soil as well. Over 20 million hectares of land are currently implied, with respect to the material contained herein. known to be irrigated with wastewater. This is interesting, but the The opinions expressed in this book are those of the Case Authors. Their inclusion in this alarming fact is that a greater percentage of this practice is not based book does not imply endorsement by the United Nations University. on any scientific criterion that ensures the “safe use” of wastewater. In order to address the technical, institutional, and policy challenges of safe water reuse, developing countries and countries in transition need clear institutional arrangements and more skilled human resources, United Nations University Institute for Integrated with a sound understanding of the opportunities and potential risks of Management of Material Fluxes and of Resources wastewater use. -
Surface Water
Chapter 5 SURFACE WATER Surface water originates mostly from rainfall and is a mixture of surface run-off and ground water. It includes larges rivers, ponds and lakes, and the small upland streams which may originate from springs and collect the run-off from the watersheds. The quantity of run-off depends upon a large number of factors, the most important of which are the amount and intensity of rainfall, the climate and vegetation and, also, the geological, geographi- cal, and topographical features of the area under consideration. It varies widely, from about 20 % in arid and sandy areas where the rainfall is scarce to more than 50% in rocky regions in which the annual rainfall is heavy. Of the remaining portion of the rainfall. some of the water percolates into the ground (see "Ground water", page 57), and the rest is lost by evaporation, transpiration and absorption. The quality of surface water is governed by its content of living organisms and by the amounts of mineral and organic matter which it may have picked up in the course of its formation. As rain falls through the atmo- sphere, it collects dust and absorbs oxygen and carbon dioxide from the air. While flowing over the ground, surface water collects silt and particles of organic matter, some of which will ultimately go into solution. It also picks up more carbon dioxide from the vegetation and micro-organisms and bacteria from the topsoil and from decaying matter. On inhabited watersheds, pollution may include faecal material and pathogenic organisms, as well as other human and industrial wastes which have not been properly disposed of. -
Estimation of Surface Runoff Using NRCS Curve Number in Some Areas in Northwest Coast, Egypt
E3S Web of Conferences 167, 02002 (2020) https://doi.org/10.1051/e3sconf/202016702002 ICESD 2020 Estimation of surface runoff using NRCS curve number in some areas in northwest coast, Egypt Mohamed E.S1. Abdellatif M.A1. Sameh Kotb Abd-Elmabod2, Khalil M.M.N.3 1 National Authority for Remote Sensing and Space Sciences (NARSS), Cairo, Egypt 2 Soil and Water Use Department, Agricultural and Biological Research Division, National Research Centre, Cairo 12622, Egyp 3 Soil Science Department, Faculty of Agriculture, Zagazig University, Zagazig, Egypt. Abstract. The sustainable agricultural development in the northwest coast of Egypt suffers constantly from the effects of surface runoff. Moreover, there is an urgent need by decision makers to know the effects of runoff. So the aim of this work is to integrate remote sensing and field data and the natural resource conservation service curve number model (NRCS-CN).using geographic information systems (GIS) for spatial evaluation of surface runoff .CN approach to assessment the effect of patio-temporal variations of different soil types as well as potential climate change impact on surface runoff. DEM was used to describe the effects of slope variables on water retention and surface runoff volumes. In addition the results reflects that the magnitude of surface runoff is associated with CN values using NRCS-CN model . The average of water retention ranging between 2.5 to 3.9m the results illustrated that the highest value of runoff is distinguished around the urban area and its surrounding where it ranged between 138 - 199 mm. The results show an increase in the amount of surface runoff to 199 mm when rainfall increases 200 mm / year. -
2.2 Sewage Sludge Incineration
2.2 Sewage Sludge Incineration There are approximately 170 sewage sludge incineration (SSI) plants in operation in the United States. Three main types of incinerators are used: multiple hearth, fluidized bed, and electric infrared. Some sludge is co-fired with municipal solid waste in combustors based on refuse combustion technology (see Section 2.1). Refuse co-fired with sludge in combustors based on sludge incinerating technology is limited to multiple hearth incinerators only. Over 80 percent of the identified operating sludge incinerators are of the multiple hearth design. About 15 percent are fluidized bed combustors and 3 percent are electric. The remaining combustors co-fire refuse with sludge. Most sludge incinerators are located in the Eastern United States, though there are a significant number on the West Coast. New York has the largest number of facilities with 33. Pennsylvania and Michigan have the next-largest numbers of facilities with 21 and 19 sites, respectively. Sewage sludge incinerator emissions are currently regulated under 40 CFR Part 60, Subpart O and 40 CFR Part 61, Subparts C and E. Subpart O in Part 60 establishes a New Source Performance Standard for particulate matter. Subparts C and E of Part 61--National Emission Standards for Hazardous Air Pollutants (NESHAP)--establish emission limits for beryllium and mercury, respectively. In 1989, technical standards for the use and disposal of sewage sludge were proposed as 40 CFR Part 503, under authority of Section 405 of the Clean Water Act. Subpart G of this proposed Part 503 proposes to establish national emission limits for arsenic, beryllium, cadmium, chromium, lead, mercury, nickel, and total hydrocarbons from sewage sludge incinerators. -
Introduction and Characteristics of Flow
Introduction and Characteristics of Flow By James W. LaBaugh and Donald O. Rosenberry Chapter 1 of Field Techniques for Estimating Water Fluxes Between Surface Water and Ground Water Edited by Donald O. Rosenberry and James W. LaBaugh Techniques and Methods Chapter 4–D2 U.S. Department of the Interior U.S. Geological Survey Contents Introduction.....................................................................................................................................................5 Purpose and Scope .......................................................................................................................................6 Characteristics of Water Exchange Between Surface Water and Ground Water .............................7 Characteristics of Near-Shore Sediments .......................................................................................8 Temporal and Spatial Variability of Flow .........................................................................................10 Defining the Purpose for Measuring the Exchange of Water Between Surface Water and Ground Water ..........................................................................................................................12 Determining Locations of Water Exchange ....................................................................................12 Measuring Direction of Flow ............................................................................................................15 Measuring the Quantity of Flow .......................................................................................................15 -
Energy Recovery from Sewage Sludge: the Case Study of Croatia
energies Article Energy Recovery from Sewage Sludge: The Case Study of Croatia Dinko Đurđevi´c 1,* , Paolo Blecich 2 and Željko Juri´c 1 1 Energy Institute Hrvoje Požar, 10000 Zagreb, Croatia; [email protected] 2 Faculty of Engineering, University of Rijeka, 51000 Rijeka, Croatia; [email protected] * Correspondence: [email protected] Received: 26 April 2019; Accepted: 16 May 2019; Published: 20 May 2019 Abstract: Croatia produced 21,366 tonnes of dry matter (DM) sewage sludge (SS) in 2016, a quantity expected to surpass 100,000 tonnes DM by 2024. Annual production rates for future wastewater treatment plants (WWTP) in Croatia are estimated at 5.8–7.3 Nm3/people equivalent (PE) for biogas and 20–25 kgDM/PE of sewage sludge. Biogas can be converted into 12–16 kWhel/PE of electricity and 19–24 kWhth/PE of heat, which is sufficient for 30–40% of electrical and 80–100% of thermal autonomy. The WWTP autonomy can be increased using energy recovery from sewage sludge incineration by 60% for electricity and 100% of thermal energy (10–13 kWhel/PE and 30–38 kWhth/PE). However, energy for sewage sludge drying exceeds energy recovery, unless solar drying is performed. 2 The annual solar drying potential is estimated between 450–750 kgDM/m of solar drying surface. The lower heating value of dried sewage sludge is 2–3 kWh/kgDM and this energy can be used for assisting sludge drying or for energy generation and supply to WWTPs. Sewage sludge can be considered a renewable energy source and its incineration generates substantially lower greenhouse gases emissions than energy generation from fossil fuels. -
Land Degeneration Due to Water Infiltration and Sub-Erosion
sustainability Article Land Degeneration due to Water Infiltration and Sub-Erosion: A Case Study of Soil Slope Failure at the National Geological Park of Qian-an Mud Forest, China Xiangjian Rui, Lei Nie, Yan Xu * and Hong Wang Construction Engineering College, Jilin University, Changchun 130026, China * Correspondence: [email protected] Received: 7 August 2019; Accepted: 26 August 2019; Published: 29 August 2019 Abstract: Sustainable development of the natural landscape has received an increasing attention worldwide. Identifying the causes of land degradation is the primary condition for adopting appropriate methods to preserve degraded landscapes. The National Geological Park of Qian-an mud forest in China is facing widespread land degradation, which not only threatens landscape development but also endangers many households and farmlands. Using the park as a research object, we identified the types of slope failure and the factors that contribute to their occurrence. During June 2017, a detailed field survey conducted in a representative area of the studied region found two main types of slope failure: soil cave piping and vertical collapse. Physicochemical properties of the soil samples were measured in the laboratory. Results show that soil slope failure is controlled by three factors: (1) the typical geological structure of the mud forest area represented by an upper layer of thick loess sub-sandy soil and the near-vertical slope morphology; (2) particular soil properties, especially soil dispersibility; and (3) special climate conditions with distinct wet and dry seasons. Keywords: landscape; mud forest; land degeneration; water infiltration; sub-erosion; soil slope failure 1. Introduction Recently, the sustainable development of natural landscapes has received an increasing attention worldwide. -
Chapter 3: Introduction to Water Sources
Introduction to Water Sources Chapter 3 What Is In This Chapter? 1. Definition of surface water 2. Examples of surface water 3. Advantages and disadvantages of surface water 4. Surface water hydrology 5. Raw water storage and flow measurements 6. Surface water intake structures 7. The types of pumps used to collect surface water 8. Definition of groundwater 9. Examples of groundwater 10. Advantages and disadvantages of groundwater 11. Groundwater hydrology 12. Three types of aquifers 13. Well components 14. Data and record keeping requirements 15. Transmission lines and flow meters 16. Groundwater under the direct influence of surface water Key Words • Aquifer • Flume • Porosity • Surface Water • Baseline Data • Glycol • Raw Water • Unconfined Aquifer • Caisson • Groundwater • Recharge Area • Water Rights • Cone of Depression • Impermeable • Riprap • Water Table • Confined Aquifer • ntu • Spring • Watershed • Contamination • Parshall flume • Static Water Level • Weir • Drainage Basin • Permeability • Stratum • Drawdown • Polluted Water • Surface Runoff 62 Chapter 3 Introduction to Water Sources Introduction This lesson is a discussion of the components associated with collecting water from its source and bringing it to the water treatment plant. Lesson Content 1 Surface Water – Water on the earth’s This lesson will focus on surface water1 and groundwater2, hydrology, and the ma- surface as distinguished from water underground (groundwater). jor components associated with the collection and transmission of water to the water 2 Groundwater – Subsurface water treatment plant. occupying a saturated geological for- mation from which wells and springs are fed. Sources of Water Three Classifications The current federal drinking water regulations define three distinct and separate sources of water: • Surface water • Groundwater • Groundwater under the direct influence of surface water (GUDISW) This last classification is a result of the Surface Water Treatment Rule. -
Kansas Surface Water Quality Standards
KANSAS SURFACE WATER QUALITY STANDARDS Prepared by The Kansas Department of Health and Environment Bureau of Water April 11, 2018 DATE: April 11, 2018 FROM: Michelle Probasco, Unit Chief, Planning and Standards Unit SUBJECT: Unofficial Functional Copy Kansas Water Quality Standards and Supporting Documents The following pages contain an unofficial functional version of the most currently effective Kansas Surface Water Quality Standards (K.A.R. 28-16-28b through 28-16-28h, and 28-16-58), and links to the standards supporting documents. The supporting documents include the Kansas Surface Water Quality Standards: Tables of Numeric Criteria, the Kansas Antidegradation Policy, the Kansas Implementation Procedures: Surface Water Quality Standards, and the Kansas Surface Water Quality Standards Variance Register. The Kansas Surface Water Quality Standards, K.A.R. 28-16-28b and 28-16-28d through 28-16-28h were published in the Kansas Register on February 8, 2018 and became effective on February 23, 2018, and K.A.R. 28-16-28c and 28-16-58 were published in the Kansas Register on March 5, 2015 and became effective on March 20, 2015. The Kansas Surface Water Register, 28-16-28g, was last published in the Kansas Register on June 19, 2014 and became effective on July 7, 2014. There have been many style and editorial changes to the regulations. The major amendments to this set of regulations include: - Adopting revised criteria for ammonia aquatic life criteria; - Adopting revised regulations for water quality variances; - Adopting a new regulation for the adoption of the Kansas Surface Water Quality Standards Variance Register; - Adopting the Multiple-Discharger Wastewater Lagoon Ammonia Variance. -
Water Supply Surface Water Sources
Water Supply In some cases, in humid areas, brackish wa- ter can be used for irrigation. If the chief An adequate supply of water is the main contaminant is sea water at a low concen- requirement for an irrigation system. Before tration and the crop is salt tolerant and there you buy and install an irrigation system you is enough rainfall to leach the salts out of must find a source of water and determine the the root zone, then brackish water might be rate, quantity and quality of the water. Most suitable. important, your water rights must be known. In most locations there are laws, rules and Surface Water Sources regulations regarding the use of water. Be sure to obtain any necessary permits before Stream flow is generally the cheapest proceeding. source of water for irrigation. But, it is also the least dependable. If your fields require You must consider seasonal variations in the more water than is available during dry supply of water. A stream may look like a weather, the water must be stored to insure good source of water, but will there be enough an adequate supply when needed. water when you need to irrigate in the middle of the summer? When selecting a water source you must consider the level of risk you are willing to accept. Most high value crops need to have irrigation water available in 9 out of 10 years. Water quality is important in evaluating water sources. A water test is needed to determine if the water is suitable for your crops. -
Safe Use of Wastewater in Agriculture Safe Use of Safe Wastewater in Agriculture Proceedings No
A UN-Water project with the following members and partners: UNU-INWEH Proceedings of the UN-Water project on the Safe Use of Wastewater in Agriculture Safe Use of Wastewater in Agriculture Wastewater Safe of Use Proceedings No. 11 No. Proceedings | UNW-DPC Publication SeriesUNW-DPC Coordinated by the UN-Water Decade Programme on Capacity Development (UNW-DPC) Editors: Jens Liebe, Reza Ardakanian Editors: Jens Liebe, Reza Ardakanian (UNW-DPC) Compiling Assistant: Henrik Bours (UNW-DPC) Graphic Design: Katja Cloud (UNW-DPC) Copy Editor: Lis Mullin Bernhardt (UNW-DPC) Cover Photo: Untited Nations University/UNW-DPC UN-Water Decade Programme on Capacity Development (UNW-DPC) United Nations University UN Campus Platz der Vereinten Nationen 1 53113 Bonn Germany Tel +49-228-815-0652 Fax +49-228-815-0655 www.unwater.unu.edu [email protected] All rights reserved. Publication does not imply endorsement. This publication was printed and bound in Germany on FSC certified paper. Proceedings Series No. 11 Published by UNW-DPC, Bonn, Germany August 2013 © UNW-DPC, 2013 Disclaimer The views expressed in this publication are not necessarily those of the agencies cooperating in this project. The designations employed and the presentation of material throughout this publication do not imply the expression of any opinion whatsoever on the part of the UN, UNW-DPC or UNU concerning the legal status of any country, territory, city or area or of its authorities, or concerning the delimitation of its frontiers or boundaries. Unless otherwise indicated, the ideas and opinions expressed by the authors do not necessarily represent the views of their employers.