Protecting Water Quality from Urban Runoff
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												Effects of Stormwater Runoff from Development by Robert Pitt, P.E
A River Network Publication Volume 14 | Number 3 - 2004 Effects of Stormwater Runoff from Development By Robert Pitt, P.E. Ph.D., University of Alabama ost people know that urban runoff is a problem, but very few realize just how harmful it can be for rivers, lakes and streams. In order to secure better control of urban runoff, we must make the public and its officials aware of the full extent of the problems that need to be prevented when new M development takes place. Urban runoff has been found to cause significant impacts on aquatic life. The effects are obviously most severe for waters draining heavily urbanized watersheds. However, some studies have shown important aquatic life impacts even for streams in watersheds that are less than ten percent urbanized. Most aquatic life impacts associated with urbanization are probably related to long- term problems caused by polluted sediments and food web disruption. Because ecological responses to watershed changes may take between 5 and 10 years to equilibrate, water monitoring conducted soon after disturbances or mitigation may not accurately reflect the long-term conditions that will eventually occur. The first changes due to urbanization will be to stream and groundwater hydrology, followed by fluvial morphology, then water quality, and finally the aquatic ecosystem. Effects of Stormwater Discharges on Aquatic Life Many studies have shown the severe detrimental effects of urban runoff on water Photo courtesy of Dr. Pitt organisms. These studies have generally examined receiving water conditions above and below a city, or by comparing two parallel streams, one urbanized and another nonurbanized. - 
												
												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. - 
												
												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). - 
												
												The Effect of Water Temperature on Aquatic Organisms: a Review of Knowledge and Methods for Assessing Biotic Responses to Temperature
The effect of water temperature on aquatic organisms: a review of knowledge and methods for assessing biotic responses to temperature Report to the Water Research Commission by Helen Dallas The Freshwater Consulting Group Freshwater Research Unit Department of Zoology University of Cape Town WRC Report No. KV 213/09 30 28 26 24 22 C) o 20 18 16 14 Temperature ( 12 10 8 6 4 Jul '92 Jul Oct '91 Apr '92 Jun '92 Jan '93 Mar '92 Feb '92 Feb '93 Aug '91 Nov '91 Nov '91 Dec Aug '92 Sep '92 '92 Nov '92 Dec May '92 Sept '91 Month and Year i Obtainable from Water Research Commission Private Bag X03 GEZINA, 0031 [email protected] The publication of this report emanates from a project entitled: The effect of water temperature on aquatic organisms: A review of knowledge and methods for assessing biotic responses to temperature (WRC project no K8/690). DISCLAIMER This report has been reviewed by the Water Research Commission (WRC) and approved for publication. Approval does not signify that the contents necessarily reflect the views and policies of the WRC, nor does mention of trade names or commercial products constitute endorsement or recommendation for use ISBN978-1-77005-731-9 Printed in the Republic of South Africa ii Preface This report comprises five deliverables for the one-year consultancy project to the Water Research Commission, entitled “The effect of water temperature on aquatic organisms – a review of knowledge and methods for assessing biotic responses to temperature” (K8-690). Deliverable 1 (Chapter 1) is a literature review aimed at consolidating available information pertaining to water temperature in aquatic ecosystems. - 
												
												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. - 
												
												Comparison of Two Methods for Estimating Base Flow in Selected Reaches of the South Platte River, Colorado
Prepared in cooperation with the Colorado Water Conservation Board Comparison of Two Methods for Estimating Base Flow in Selected Reaches of the South Platte River, Colorado Scientific Investigations Report 2012–5034 U.S. Department of the Interior U.S. Geological Survey Comparison of Two Methods for Estimating Base Flow in Selected Reaches of the South Platte River, Colorado By Joseph P. Capesius and L. Rick Arnold Prepared in cooperation with the Colorado Water Conservation Board Scientific Investigations Report 2012–5034 U.S. Department of the Interior U.S. Geological Survey U.S. Department of the Interior KEN SALAZAR, Secretary U.S. Geological Survey Marcia K. McNutt, Director U.S. Geological Survey, Reston, Virginia: 2012 For more information on the USGS—the Federal source for science about the Earth, its natural and living resources, natural hazards, and the environment, visit http://www.usgs.gov or call 1–888–ASK–USGS. For an overview of USGS information products, including maps, imagery, and publications, visit http://www.usgs.gov/pubprod To order this and other USGS information products, visit http://store.usgs.gov Any use of trade, product, or firm names is for descriptive purposes only and does not imply endorsement by the U.S. Government. Although this report is in the public domain, permission must be secured from the individual copyright owners to reproduce any copyrighted materials contained within this report. Suggested citation: Capesius, J.P., and Arnold, L.R., 2012, Comparison of two methods for estimating base flow in selected reaches of the South Platte River, Colorado: U.S. Geological Survey Scientific Investigations Report 2012–5034, 20 p. - 
												
												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. - 
												
												Limitation of Primary Productivity in a Southwestern
37 MO i LIMITATION OF PRIMARY PRODUCTIVITY IN A SOUTHWESTERN RESERVOIR DUE TO THERMAL POLLUTION THESIS Presented to the Graduate Council of the North Texas State University in Partial Fulfillment of the Requirements for the Degree of MASTER OF SCIENCE By Tom J. Stuart, B.S. Denton, Texas August, ]977 Stuart, Tom J., Limitation of Primary Productivity in a Southwestern Reseroir Due to Thermal Pollution. Master of Sciences (Biological Sciences), August, ]977, 53 pages, 6 tables, 7 figures, 55 titles. Evidence is presented to support the conclusions that (1) North Lake reservoir is less productive, contains lower standing crops of phytoplankton and total organic carbon than other local reservoirs; (2) that neither the phytoplankton nor their instantaneously-determined primary productivity was detrimentally affected by the power plant entrainment and (3) that the effect of the power plant is to cause nutrient limitation of the phytoplankton primary productivity by long- term, subtle, thermally-linked nutrient precipitation activities. ld" TABLE OF CONTENTS Page iii LIST OF TABLES.................. ----------- iv LIST OF FIGURES ........ ....- -- ACKNOWLEDGEMENTS .-................ v Chapter I. INTRODUCTION. ...................... 1 II. METHODS AND MATERIALS ........ 5 III. RESULTS AND DISCUSSION................ 11 Phytoplankton Studies Primary Productivity Studies IV. CONCLUSIONS. ............................ 40 APPENDIX. ............................... 42 REFERENCES.........-....... ... .. 49 ii LIST OF TABLES Table Page 1. Selected Comparative Data from Area Reservoirs Near North Lake.............................18 2. List of Phytoplankton Observed in North Lake .. 22 3. Percentage Composition of Phytoplankton in North Lake. ................................. 28 4. Values of H.Computed for Phytoplankton Volumes and Cell Numbers for North Lake ............ 31 5. Primary Production Values Observed in Various Lakes of the World in Comparison to North Lake. - 
												
												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 - 
												
												Stormwater Management Regulations
City of Waco Stormwater Management Regulations 1.0 Applicability: These regulations apply to all development within the limits of the City of Waco as well as to any subdivisions within the extra territorial jurisdiction of the City of Waco. Any request for a variance from these regulations must be justified by sound Engineering practice. Other than those variances identified in these regulations as being at the discretion of the City Engineer, variances may only be granted as provided in the Subdivision Ordinance of the City of Waco or Chapter 28 – Zoning, of the Code of Ordinances of the City of Waco, as applicable. 1.1 Definitions: 100 year Floodplain Area inundated by the flood having a one percent chance of being exceeded in any one year (Base Flood). (Also known as Regulatory Flood Plain) Adverse Impact: Any impact which causes any of the following: Any increased inundation, of any building structure, roadway, or improvement. Any increase in erosion and/or sedimentation. Any increase in the upstream or downstream floodplane level. Any increase in the upstream or downstream floodplain boundaries. Floodplane The calculated elevation of floodwaters caused by the flood Elevation of a particular frequency. Drainage System System made up of pipes, ditches, streets and other structures designed to contain and transport surface water generated by a storm event. Treatment Removal/partial removal of pollutants from stormwater. Watercourse a natural or manmade channel, ditch, or swale where water flows either continuously or during rainfall events 1.2 Adverse Impact No preliminary or final plat or development plan or permit shall be approved that will cause an adverse drainage impact on any other property, based on the 2 yr, 10 1 yr, 25 yr and 100 yr floods. - 
												
												Determination of Thermal Pollution Effect on End Part of Stream Mahmoud, Amaal, O
International Journal of Innovative Technology and Exploring Engineering (IJITEE) ISSN: 2278-3075, Volume-9 Issue-3, January 2020 Determination of Thermal Pollution Effect on End Part of Stream Mahmoud, Amaal, O. F., El Nadi, M.H., Nasr, N. A.H., Ezat, M.B. In view of these developments, a variety of new ABSTRACT-The present study was conducted to evaluate the energy infrastructures to meet the demands for population environmental impact of thermal effluent sources on the main growth that lead the decision makers to redirect the rudder water quality parameters at the low flow conditions. The low flow towards the power plants. That was in order to provide a causes the flow velocity to be low which causes accumulation of continuous source of electricity as a clean and renewable any pollutant source. The study was performed by creating a 2-d model of the last reach of Rosetta branch at winter closure. Delft source of energy. Contrariwise, Power plants might cause 3d software is used to create a hydro-dynamic model to simulate Intensive damages on the environment. If these damages the flow pattern within a 5 km of the branch upstream Edfina were not studied and carefully planned before construction regulator. Water quality model is coupled afterwards to simulate and operation, therefore impact assessment of power plants the water quality parameters. A base case scenario of the current is nesses. Egypt also faced same challenges in consuming state at the low flow condition is set up and calibrated. Another the massive amount of energy in the past few years, can be scenario is performed after adding a thermal pollutant source.