Managing Storm Water Runoff to Prevent Contamination of Drinking Water
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Urban Flooding Mitigation Techniques: a Systematic Review and Future Studies
water Review Urban Flooding Mitigation Techniques: A Systematic Review and Future Studies Yinghong Qin 1,2 1 College of Civil Engineering and Architecture, Guilin University of Technology, Guilin 541004, China; [email protected]; Tel.: +86-0771-323-2464 2 College of Civil Engineering and Architecture, Guangxi University, 100 University Road, Nanning 530004, China Received: 20 November 2020; Accepted: 14 December 2020; Published: 20 December 2020 Abstract: Urbanization has replaced natural permeable surfaces with roofs, roads, and other sealed surfaces, which convert rainfall into runoff that finally is carried away by the local sewage system. High intensity rainfall can cause flooding when the city sewer system fails to carry the amounts of runoff offsite. Although projects, such as low-impact development and water-sensitive urban design, have been proposed to retain, detain, infiltrate, harvest, evaporate, transpire, or re-use rainwater on-site, urban flooding is still a serious, unresolved problem. This review sequentially discusses runoff reduction facilities installed above the ground, at the ground surface, and underground. Mainstream techniques include green roofs, non-vegetated roofs, permeable pavements, water-retaining pavements, infiltration trenches, trees, rainwater harvest, rain garden, vegetated filter strip, swale, and soakaways. While these techniques function differently, they share a common characteristic; that is, they can effectively reduce runoff for small rainfalls but lead to overflow in the case of heavy rainfalls. In addition, most of these techniques require sizable land areas for construction. The end of this review highlights the necessity of developing novel, discharge-controllable facilities that can attenuate the peak flow of urban runoff by extending the duration of the runoff discharge. -
Pollutant Association with Suspended Solids in Stormwater in Tijuana, Mexico
Int. J. Environ. Sci. Technol. (2014) 11:319–326 DOI 10.1007/s13762-013-0214-3 ORIGINAL PAPER Pollutant association with suspended solids in stormwater in Tijuana, Mexico F. T. Wakida • S. Martinez-Huato • E. Garcia-Flores • T. D. J. Pin˜on-Colin • H. Espinoza-Gomez • A. Ames-Lo´pez Received: 24 July 2012 / Revised: 12 February 2013 / Accepted: 23 February 2013 / Published online: 16 March 2013 Ó Islamic Azad University (IAU) 2013 Abstract Stormwater runoff from urban areas is a major Introduction source of many pollutants to water bodies. Suspended solids are one of the main pollutants because of their Stormwater pollution is a major problem in urban areas. association with other pollutants. The objective of this The loadings and concentrations of water pollutants, such study was to evaluate the relationship between suspended as suspended solids, nutrients, and heavy metals, are typi- solids and other pollutants in stormwater runoff in the city cally higher in urban stormwater runoff than in runoff from of Tijuana. Seven sites were sampled during seven rain rural areas (Vaze and Chiew 2004). Stormwater has events during the 2009–2010 season and the different become a significant contributor of pollutants to water particle size fractions were separated by sieving and fil- bodies. These pollutants can be inorganic (e.g. heavy tration. The results have shown that the samples have high metals and nitrates) and/or organic, such as polycyclic concentration of total suspended solids, the values of which aromatic hydrocarbons and phenols from asphalt pavement ranged from 725 to 4,411.6 mg/L. The samples were ana- degradation (Sansalone and Buchberger 1995). -
Probabilistic Assessment of Urban Runoff Erosion Potential
307 Probabilistic assessment of urban runoff erosion potential J.A. Harris and B.J. Adams Abstract: At the planning or screening level of urban development, analytical modeling using derived probability distribution theory is a viable alternative to continuous simulation, offering considerably less computational effort. A new set of analytical probabilistic models is developed for predicting the erosion potential of urban stormwater runoff. The marginal probability distributions for the duration of a hydrograph in which the critical channel velocity is exceeded (termed exceedance duration) are computed using derived probability distribution theory. Exceedance duration and peak channel velocity are two random variables upon which erosion potential is functionally dependent. Reasonable agreement exists between the derived marginal probability distributions for exceedance duration and continuous EPA Stormwater Management Model (SWMM) simulations at more common return periods. It is these events of lower magnitude and higher frequency that are the most significant to erosion-potential prediction. Key words: erosion, stormwater management, derived probability distribution, exceedance duration. Résumé : Au niveau de la planification ou de la sélection en développement urbain, la modélisation analytique au moyen de la théorie de la distribution probabiliste dérivée est une alternative valable à la simulation continue car elle demande un effort computationnel beaucoup moindre. Dans le but de prédire le potentiel d’érosion par des eaux de ruissellement en milieu urbain, un nouvel ensemble de modèles probabilistes analytiques a été développé. Les distributions de probabilité marginales pour la durée d’un hydrogramme dans lequel la vélocité critique de courant dans le canal est dépassée (appelé durée de dépassement) sont calculées en utilisant la théorie de la distribution de probabilité dérivée. -
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. -
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 -
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. -
Problems and Solutions for Managing Urban Stormwater Runoff
Rained Out: Problems and Solutions for Managing Urban Stormwater Runoff Roopika Subramanian* The Clean Water Rule was the latest attempt by the Environmental Protection Agency and the Army Corps of Engineers to define “waters of the United States” under the Clean Water Act. While both politics and scholarship around this issue have typically centered on the jurisdictional status of rural waters, like ephemeral streams and vernal pools, the final Rule raised a less discussed issue of the jurisdictional status of urban waters. What was striking about the Rule’s exemption of “stormwater control features” was not that it introduced this urban issue, but that it highlighted the more general challenges of regulating stormwater runoff under the Clean Water Act, particularly the difficulty of incentivizing multibenefit land use management given the Act’s focus on pollution control. In this Note, I argue that urban stormwater runoff is more than a pollution-control problem. Its management also dramatically affects the intensity of urban water flow and floods, local groundwater recharge, and ecosystem health. In light of these impacts on communities and watersheds, I argue that the Clean Water Act, with its present limited pollution- control goal, is an inadequate regulatory driver to address multiple stormwater-management goals. I recommend advancing green infrastructure as a multibenefit solution and suggest that the best approach to accelerate its adoption is to develop decision-support tools for local government agencies to collaborate on green infrastructure projects. Introduction ..................................................................................................... 422 I. Urban Stormwater Runoff .................................................................... 424 A. Urban Stormwater Runoff: Multiple Challenges ........................... 425 B. Urban Stormwater Infrastructure Built to Drain: Local Responses to Urban Flooding .......................................................