Effects of Input Uncertainty on VFSMOD Modeling of Water, Sediment, and Pesticide Trapping by Vegetative Filter Strips

Size: px
Start display at page:

Download "Effects of Input Uncertainty on VFSMOD Modeling of Water, Sediment, and Pesticide Trapping by Vegetative Filter Strips"

Transcription

1 Effects of Input Uncertainty on VFSMOD Modeling of Water, Sediment, and Pesticide Trapping by Vegetative Filter Strips Solomon M. Folle 1, Michael F. Winchell 1, Tammara L. Estes 1, Katie Budreski 1, John Hanzas 1 Roger L. Breton 2 and Paul Whatling 3 1 Stone Env. Inc 2 Intrinsik Env. Sciences 3 Cheminova Inc. ACS National Meeting, Denver Colorado 29 August 2011

2 Contents 1 Introduction and Background 2 Motivation and Objectives 3 Methodology 4 Input Data Organization 5 Results and Discussion 6 Conclusions 2

3 Introduction and Background Vegetative Filter Strip (VFS) A dense grass strip established from natural or planted grass To intercept surface runoff at the down slope of a field Reduce sediment and diffuse contaminant loads To protect receiving water bodies 3

4 Intro. and Background--- cont d Vegetative Filter Strip Model (VFSMOD-W) Field scale, mechanistic and storm based Simulates routing of incoming hydrograph, sediment, and chemical contaminants Has pesticide transport module of Sabbagh et al., (2009) Model simulation outputs: Surface runoff reduction efficiency of the VFS 4 Sediment and contaminant trapping efficiency

5 Intro. and Background--- cont d Why is the issue of VFSMOD Input uncertainty important? Uncertainty refers to lack of precise knowledge of the truth Incomplete knowledge of input parameters appropriate values Partial availability or absence of data Spatial and temporal variability Input uncertainty drives VFSMOD predicted output variance High degree of model uncertainty leads to very conservative assumptions To avoid exposure to risk Implies greater mitigation costs 5

6 VFSMOD simulation study of 27 sites (US and Canada) During analysis, several sensitive input parameters were identified Decision was made to conduct detailed studies of most sensitive three parameters Objectives Motivation and Objectives To analyze the variability in pesticide reduction efficiency due to input parameter uncertainty Provide suggestions on how to enable the effective use of VFSMOD in exposure assessments 6

7 Methodology EPA PRZM/EXAMS simulations to provide inputs to VFSMOD On a study site in Pennsylvania Off-field loadings of runoff, flow, sediment, pesticide, and daily precipitation SCS TR-55: to estimate surface runoff distribution for each rainfall event USDA SPAW program was used to estimate: Ksat and Өsat VFS trapping efficiency was studied on two hypothetical pesticides with different mobility characteristics: Koc of 217 and 2 VFSMOD simulations were made to analyze most sensitive three inputs Rainfall-runoff temporal distribution, soil saturated conductivity and incoming sediment clay concentration 7 Monte Carlo simulation of generated random samples was made to analyze the uncertainty

8 VFSMOD Input Data Organization Hydrologic Inputs Units Value Description FWIDTH M Buffer strip width VL M 5-35 Buffer strip length VKS cm/hr Soil saturated K SAV m Suction at the wetting front OS m 2 /m Saturated water content OI Initial water content VFS Inputs Units Value Description VN s/cm Grass Manning s n SOA m/m 0.03 Slope of each VFS segment SS cm Spacing of grass steams H cm Filter grass height 8

9 Input Data Organization---cont d Sediment Inputs Units Value Description CL g/cm Flow sed. concentration NPART - 6 Incoming sed. particle class DP (d50) cm Particle size diameter POR Porosity COARSE Sediment with D> cm SG g/cm Particle density Pesticide Inputs Kd /0.035 Distribution coefficient Sed. clay content % 20 Initial water content 9

10 10 Results & Discussions

11 Predictive Uncertainty of Rainfall Inputs Fig: Distribution of hourly rainfall using three methods Inaccuracies in rainfall inputs directly compromise model predictions 11

12 Uncertainty of Rainfall ---cont d Variable Sinusoidal Linear Fig: Cumulative runoff for the three different methods 12

13 Uncertainty of Rainfall and its Effects on Runoff and Sediment Loss Reduction RF Distribution method OHR SCS 1hr SCS 6hrs Uni Max Runoff Reduction Max Sediment Reduction Effective Width

14 Uncertainty of Rainfall and its Effects on Pesticide Loss Reduction RF Distribution method OHR SCS 1hr SCS 6hrs Uni Pesticide loss Reduction, % VFS Width, m Note: The result above was made based on a pesticide with Koc of

15 Rainfall and Pesticide Loss Reduction---Cont d Lower Kd values trigger more pesticide losses The increase in Kd from to 3.78 increases the pesticide loss reduction by 2.24% per meter width of VFS 15

16 Effects of the Uncertainty of Soil Saturated conductivity (Ksat) A parameter determining the infiltration property of soils Ksat values are spatially variable in the field Sources for Ksat values can be from: - SSURGO soils database - Field or Lab measurements - Estimated using tools like the USDA SPAW program Based on Texture and OM Consider crack volume and preferential flow 16

17 Effects of Ksat---cont d Base value = Sample µ = Sample σ = Fig: Probability density function of Ksat input data 17

18 Effects of Ksat---cont d Sed loss = 1.91 ksat R.off loss = 4.88 Ksat Pest loss = 3.43 ksat Fig: Effects of Ksat on sediment, runoff and pesticide losses Note: The result above and in my presentation after this slide were made based on a 20 m buffer and a pesticide with Koc of

19 Effects of Ksat---cont d Min = 52.7%, Max = 94.5%, µ = 72.5% σ = Ksat Fig: Probability density function of pesticide loss reduction High reduction rates are associated with high Ksat Probability of the Pesticide reduction to be µ+σ is 64% 19

20 Effects of the Uncertainty of Incoming Sediment Clay Content Sediment clay content is hard to estimate, and quite variable Studies reported that sediments from interrill erosion were enriched in sand (Young & Onstad, 1978; Alberts et al., 1980) Clay, and not sand, was enriched in the eroded sediment (Monke et al., 1977; Alberts et al., 1983) Factors contributing to incoming sediment clay content: Differences in parent soils properties (e.g., texture etc.) Soil surface prior to a rainfall event: surface aggregates, moisture content and size Characteristics of the rainfall event (e.g., intensity, raindrop size and energy, and duration). 20

21 Frequency Cumulative Frequency Effects of Clay--- cont d Log-normally distributed 1000 random samples of % clay µ = 20 and σ = Clay % Fig: Probability density function of incoming sediment clay % 21

22 Effects of Clay--- cont d 20% clay Fig: Probability density function of pesticide loss reduction High reduction rates are associated with lower clay % Range of pesticide loss reduction = 60-87% Probability of the pesticide reduction to be µ+σ is 70% 22

23 Conclusions Models such as VFSMOD are important tools for estimating the effectiveness of vegetated buffer strips at reducing pesticide losses Uncertainty in rainfall, Ksat, and incoming sediment clay content can have significant effects on VFSMOD outputs VFS pesticide reduction efficiency for 20 m buffer: % variability due to rainfall distribution 52-95% variability due to saturated conductivity 60-87% variability due to incoming sediment clay content Standard processes for estimating sensitive inputs and parameters should be developed to maintain consistency in model results across multiple studies 23

24 Contact Info. Solomon Folle (Ph.D.) Senior Environmental Modeler / Hydrologist Ph: sfolle@stone-env.com Stone Environmental, Inc. 24

The Texas A&M University and U.S. Bureau of Reclamation Hydrologic Modeling Inventory (HMI) Questionnaire

The Texas A&M University and U.S. Bureau of Reclamation Hydrologic Modeling Inventory (HMI) Questionnaire The Texas A&M University and U.S. Bureau of Reclamation Hydrologic Modeling Inventory (HMI) Questionnaire May 4, 2010 Name of Model, Date, Version Number Dynamic Watershed Simulation Model (DWSM) 2002

More information

Hydrologic Engineering Center Hydrologic Modeling System (HEC-HMS) Sunil KUMAR Director, National Water Academy

Hydrologic Engineering Center Hydrologic Modeling System (HEC-HMS) Sunil KUMAR Director, National Water Academy Hydrologic Engineering Center Hydrologic Modeling System (HEC-HMS) Sunil KUMAR Director, National Water Academy 22 April 2015 NWA, Pune Exercise Objective: To determine hydrological Response of the given

More information

What is runoff? Runoff. Runoff is often defined as the portion of rainfall, that runs over and under the soil surface toward the stream

What is runoff? Runoff. Runoff is often defined as the portion of rainfall, that runs over and under the soil surface toward the stream What is runoff? Runoff Runoff is often defined as the portion of rainfall, that runs over and under the soil surface toward the stream 1 COMPONENTS OF Runoff or STREAM FLOW 2 Cont. The types of runoff

More information

Runoff and erosion risks. Surface water diffuse pollution by PPP: focus on runoff & erosion 30/03/2012. B. Bah, L. Vandendael, R. Oger, A.

Runoff and erosion risks. Surface water diffuse pollution by PPP: focus on runoff & erosion 30/03/2012. B. Bah, L. Vandendael, R. Oger, A. 04/04/2012 TOPPS-PROWADIS Stakeholder workshop Surface water diffuse pollution by PPP: focus on runoff & erosion B. Bah, L. Vandendael, R. Oger, A. Degré 1 Runoff and erosion risks Erosion Potential effect

More information

Runoff and soil loss. (Quantification and modeling of watershed discharge and sediment yield) Kassa Tadele (Dr.Ing) Arba Minch University

Runoff and soil loss. (Quantification and modeling of watershed discharge and sediment yield) Kassa Tadele (Dr.Ing) Arba Minch University Runoff and soil loss (Quantification and modeling of watershed discharge and sediment yield) Kassa Tadele (Dr.Ing) Arba Minch University Part I. Runoff Contents 1. Fundamental Concepts 2. Generation of

More information

Michael Winchell, Raghavan Srinivasan, Tammara Estes, Susan Alexander 2005 International SWAT Conference, Zurich Switzerland 7/15/05

Michael Winchell, Raghavan Srinivasan, Tammara Estes, Susan Alexander 2005 International SWAT Conference, Zurich Switzerland 7/15/05 Development of Complex Hydrologic Response Unit (HRU) Schemes and Management Scenarios to Assess Environmental Concentrations of Agricultural Pesticides Michael Winchell, Raghavan Srinivasan, Tammara Estes,

More information

LID PLANTER BOX MODELING

LID PLANTER BOX MODELING LID PLANTER BOX MODELING Clear Creek Solutions, Inc., 2010 Low Impact Development (LID) planter boxes are small, urban stormwater mitigation facilities. They are rain gardens in a box. WWHM4 provides the

More information

Page 1. Name:

Page 1. Name: Name: 7574-1 - Page 1 1) The diagram below shows the result of leaving an empty, dry clay flowerpot in a full container of water for a period of time. The water level in the container dropped to level

More information

History of Model Development at Temple, Texas. J. R. Williams and J. G. Arnold

History of Model Development at Temple, Texas. J. R. Williams and J. G. Arnold History of Model Development at Temple, Texas J. R. Williams and J. G. Arnold INTRODUCTION Then Model development at Temple A long history (1937-present) Many scientists participating in: Data collection

More information

Linking hydrology to erosion modelling in a river basin decision support and management system

Linking hydrology to erosion modelling in a river basin decision support and management system Integrated Water Resources Management (Proceedings of a symposium held at Davis. California. April 2000). I APIS Publ. no. 272. 2001. 243 Linking hydrology to erosion modelling in a river basin decision

More information

GRASS-LINED CHANNEL (acre) CODE 840

GRASS-LINED CHANNEL (acre) CODE 840 NATURAL RESOURCES CONSERVATION SERVICE ILLINOIS URBAN MANUAL PRACTICE STANDARD GRASS-LINED CHANNEL (acre) CODE 840 (Source: NC Erosion and Sediment Control Field Manual) DEFINITION A natural or constructed

More information

1. Stream Network. The most common approach to quantitatively describing stream networks was postulated by Strahler (1952).

1. Stream Network. The most common approach to quantitatively describing stream networks was postulated by Strahler (1952). 1. Stream Network The most common approach to quantitatively describing stream networks was postulated by Strahler (1952). First Order Streams streams with no tributaries. Second Order Streams begin at

More information

Filtering the Facts: What Monitoring on Farm Fields Tells Us About Sediment and P Losses

Filtering the Facts: What Monitoring on Farm Fields Tells Us About Sediment and P Losses Filtering the Facts: What Monitoring on Farm Fields Tells Us About Sediment and P Losses Dick Wolkowski Extension Soil Scientist UW-Madison J.M. Norman, C.A. Bonilla, C.C. Molling, P.S. Miller, J.C. Panuska,

More information

Module 3. Lecture 4: Introduction to unit hydrograph

Module 3. Lecture 4: Introduction to unit hydrograph Lecture 4: Introduction to unit hydrograph (UH) The unit hydrograph is the unit pulse response function of a linear hydrologic system. First proposed by Sherman (1932), the unit hydrograph (originally

More information

EART 204. Water. Dr. Slawek Tulaczyk. Earth Sciences, UCSC

EART 204. Water. Dr. Slawek Tulaczyk. Earth Sciences, UCSC EART 204 Water Dr. Slawek Tulaczyk Earth Sciences, UCSC 1 Water is an amazing liquid, (high heat capacity - particularly in phase transitions, maximum density at ca. 4 deg. C) 2 3 4 5 6 7 8 9 Basin Hydrologic

More information

M.L. Kavvas, Z. Q. Chen, M. Anderson, L. Liang, N. Ohara Hydrologic Research Laboratory, Civil and Environmental Engineering, UC Davis

M.L. Kavvas, Z. Q. Chen, M. Anderson, L. Liang, N. Ohara Hydrologic Research Laboratory, Civil and Environmental Engineering, UC Davis Assessment of the Restoration Activities on Water Balance and Water Quality at Last Chance Creek Watershed Using Watershed Environmental Hydrology (WEHY) Model M.L. Kavvas, Z. Q. Chen, M. Anderson, L.

More information

Runoff Processes. Daene C. McKinney

Runoff Processes. Daene C. McKinney CE 374 K Hydrology Runoff Processes Daene C. McKinney Watershed Watershed Area draining to a stream Streamflow generated by water entering surface channels Affected by Physical, vegetative, and climatic

More information

Fort Leonard Wood, Missouri. September 2013

Fort Leonard Wood, Missouri. September 2013 Fort Leonard Wood, Missouri September 2013 1 Presenters Shannon Kelly, Physical Scientist Clean Water Act Program Manager Directorate of Public Works Environmental Division Environmental Compliance Branch

More information

GLOBAL SENSITIVITY ANALYSIS FOR URBAN WATER QUALITY MODELLING: COMPARISON OF DIFFERENT METHODS

GLOBAL SENSITIVITY ANALYSIS FOR URBAN WATER QUALITY MODELLING: COMPARISON OF DIFFERENT METHODS Uncertainty assessment of sewer sediment erosion modelling 9th International Conference on Urban Drainage Modelling Belgrade 2012 GLOBAL SENSITIVITY ANALYSIS FOR URBAN WATER QUALITY MODELLING: COMPARISON

More information

Standards for Soil Erosion and Sediment Control in New Jersey May 2012 STANDARD FOR GRASSED WATERWAYS. Definition. Purpose

Standards for Soil Erosion and Sediment Control in New Jersey May 2012 STANDARD FOR GRASSED WATERWAYS. Definition. Purpose STANDARD FOR GRASSED WATERWAYS Definition A natural or constructed watercourse shaped or graded in earth materials and stabilized with suitable vegetation for the safe conveyance of runoff water. Purpose

More information

Hydrology for Drainage Design. Design Considerations Use appropriate design tools for the job at hand:

Hydrology for Drainage Design. Design Considerations Use appropriate design tools for the job at hand: Hydrology for Drainage Design Robert Pitt Department of Civil and Environmental Engineering University of Alabama Tuscaloosa, AL Objectives for Urban Drainage Systems are Varied Ensure personal safety

More information

6.0 Runoff. 6.1 Introduction. 6.2 Flood Control Design Runoff

6.0 Runoff. 6.1 Introduction. 6.2 Flood Control Design Runoff October 2003, Revised February 2005 Chapter 6.0, Runoff Page 1 6.1 Introduction 6.0 Runoff The timing, peak rates of discharge, and volume of stormwater runoff are the primary considerations in the design

More information

Water Budget IV: Soil Water Processes P = Q + ET + G + ΔS

Water Budget IV: Soil Water Processes P = Q + ET + G + ΔS Water Budget IV: Soil Water Processes P = Q + ET + G + ΔS Infiltration Infiltration capacity: The maximum rate at which water can enter soil. Infiltration capacity curve: A graph showing the time-variation

More information

M.L. Kavvas, Z. Q. Chen, M. Anderson, L. Liang, N. Ohara Hydrologic Research Laboratory, Civil and Environmental Engineering, UC Davis

M.L. Kavvas, Z. Q. Chen, M. Anderson, L. Liang, N. Ohara Hydrologic Research Laboratory, Civil and Environmental Engineering, UC Davis Assessment of the Restoration Activities on Water Balance and Water Quality at Last Chance Creek Watershed Using Watershed Environmental Hydrology (WEHY) Model M.L. Kavvas, Z. Q. Chen, M. Anderson, L.

More information

Precipitation Surface Cover Topography Soil Properties

Precipitation Surface Cover Topography Soil Properties Precipitation Surface Cover Topography Soil Properties Intrinsic capacity of rainfall to cause erosion Influenced by Amount, intensity, terminal velocity, drop size and drop size distribution of rain.

More information

Comparison of Green-Ampt and Curve Number Infiltration Methods in a single-gauged Brazilian watershed

Comparison of Green-Ampt and Curve Number Infiltration Methods in a single-gauged Brazilian watershed Comparison of Green-Ampt and Curve Number Infiltration Methods in a single-gauged Brazilian watershed Julio Issao Kuwajima Toulouse, 2013 Introduction The volume and rate of runoff of rain events are of

More information

BAEN 673 / February 18, 2016 Hydrologic Processes

BAEN 673 / February 18, 2016 Hydrologic Processes BAEN 673 / February 18, 2016 Hydrologic Processes Assignment: HW#7 Next class lecture in AEPM 104 Today s topics SWAT exercise #2 The SWAT model review paper Hydrologic processes The Hydrologic Processes

More information

Sizing Calculations and Design Considerations for LID Treatment Measures

Sizing Calculations and Design Considerations for LID Treatment Measures SCVURPPP C.3 Workshop December 18, 2012 Sizing Calculations and Design Considerations for LID Treatment Measures Jill Bicknell, P.E., EOA, Inc. Santa Clara Valley Urban Runoff Pollution Prevention Program

More information

Analysis of Runoff Reduction and Hydrologic Cycle Utilizing LID Concepts

Analysis of Runoff Reduction and Hydrologic Cycle Utilizing LID Concepts Maine Stormwater Conference (Portland, ME, 2015) Analysis of Runoff Reduction and Hydrologic Cycle Utilizing LID Concepts Park Jongpyo, Lee Kyoungdo: HECOREA. INC Shin Hyunsuk: Busan National University

More information

DRAFT USER S REFERENCE GUIDE

DRAFT USER S REFERENCE GUIDE DRAFT USER S REFERENCE GUIDE Revised Universal Soil Loss Equation Version 2 (RUSLE2) Prepared for USDA-Agricultural Research Service Washington, D.C. May 15, 2008 2 Acknowledgements RUSLE2 was developed

More information

Lecture 6: Soil Water

Lecture 6: Soil Water 6-1 GEOG415 Lecture 6: Soil Water Infiltration Movement of water into soil. Importance? - flood prediction -erosion -agriculture - water resources Infiltration capacity Expressed in the same unit as rainfall

More information

Soil Properties that influence detachment and runoff

Soil Properties that influence detachment and runoff Soil Properties that influence detachment and runoff Texture Structure Aggregation Density/compaction Wettability Antecedent soil moisture Organic Matter Sandy soils Sands are easily detacted However,

More information

Hydrological Threats to Ecosystem Services Provided by USDA Forest Service

Hydrological Threats to Ecosystem Services Provided by USDA Forest Service Hydrological Threats to Ecosystem Services Provided by USDA Forest Service Yongqiang Liu Center for Forest Disturbance Science USDA Forest Service, Athens, GA, USA International Symposium on Synergistic

More information

AREA: 7,096 sq. km DENSITY : 76,17/sq.km POPULATION: 540,493 DISTRICT: 4 NORTH : 4,226 sq. km EAST : 954 sq. km SOUTH : 750 sq. km WEST : 1,166 sq.

AREA: 7,096 sq. km DENSITY : 76,17/sq.km POPULATION: 540,493 DISTRICT: 4 NORTH : 4,226 sq. km EAST : 954 sq. km SOUTH : 750 sq. km WEST : 1,166 sq. S I K K I M AREA: 7,096 sq. km DENSITY : 76,17/sq.km POPULATION: 540,493 DISTRICT: 4 NORTH : 4,226 sq. km EAST : 954 sq. km SOUTH : 750 sq. km WEST : 1,166 sq. km ABSTRACT In the present study, surface

More information

A Technology for Enhanced Control of Erosion, Sediment and Metal Leaching at Disturbed Land Using Polyacrylamide and Magnetite Nanoparticles

A Technology for Enhanced Control of Erosion, Sediment and Metal Leaching at Disturbed Land Using Polyacrylamide and Magnetite Nanoparticles A Technology for Enhanced Control of Erosion, Sediment and Metal Leaching at Disturbed Land Using Polyacrylamide and Magnetite Nanoparticles Min Zheng and Dongye Zhao Environmental Engineering Program

More information

Event and Continuous Hydrological Modeling with HEC- HMS: A Review Study

Event and Continuous Hydrological Modeling with HEC- HMS: A Review Study Event and Continuous Hydrological Modeling with HEC- HMS: A Review Study Sonu Duhan *, Mohit Kumar # * M.E (Water Resources Engineering) Civil Engineering Student, PEC University Of Technology, Chandigarh,

More information

GIS Applications in Water Resources Engineering

GIS Applications in Water Resources Engineering King Fahd University of Petroleum & Minerals City & Regional Planning Department Introduction to Geographic Information Systems Term Paper Presentation GIS Applications in Water Resources Engineering Prepared

More information

Soil Erosion and Sediment Yield of a Sanitary Landfill Site A Case Study

Soil Erosion and Sediment Yield of a Sanitary Landfill Site A Case Study Soil Erosion and Sediment Yield of a Sanitary Landfill Site A Case Study Oon, Y.W. 1, Chin, N.J. 2 and Law, P.L. 3 Abstract - This research presents the results of a study on soil erosion rates and sediment

More information

01719; PH (978) ; FAX (978) ; PH (503) ; FAX (503) ;

01719; PH (978) ; FAX (978) ;   PH (503) ; FAX (503) ; Recent Findings from the National Stormwater Best Management Practices Database Project: Applied Research in Practice Marcus Quigley 1 and Eric Strecker 2 1 GeoSyntec Consultants, 629 Massachusetts Avenue,

More information

Treatment Volume: Curve Numbers. Composite CN or Not? Treatment Volume: Curve Numbers. Treatment Volume: Calculation. Treatment Volume: Calculation

Treatment Volume: Curve Numbers. Composite CN or Not? Treatment Volume: Curve Numbers. Treatment Volume: Calculation. Treatment Volume: Calculation Stormwater Engineering Bioretention Design Bill Hunt, PE, Ph.D. Extension Specialist & Assistant Professor NCSU-BAE www.bae.ncsu.edu/stormwater Bioretention Design Six Step Process 1 Determine Volume to

More information

L-THIA Online and LID in a watershed investigation

L-THIA Online and LID in a watershed investigation L-THIA Online and LID in a watershed investigation Larry Theller Agricultural and Biological Engineering, Purdue University Great Lakes Sedimentation Workshop Ann Arbor Mi. L-THIA On-line watershed delineation

More information

Storm Drain Inlet Protection for Construction Sites (1060)

Storm Drain Inlet Protection for Construction Sites (1060) Storm Drain Inlet Protection for Construction Sites (1060) Wisconsin Department of Natural Resources Conservation Practice Standard I. Definition A temporary device installed in or around a storm drain

More information

The Islamic University of Gaza- Civil Engineering Department Sanitary Engineering- ECIV 4325 L5. Storm water Management

The Islamic University of Gaza- Civil Engineering Department Sanitary Engineering- ECIV 4325 L5. Storm water Management The Islamic University of Gaza- Civil Engineering Department Sanitary Engineering- ECIV 4325 L5. Storm water Management Husam Al-Najar Storm water management : Collection System Design principles The Objectives

More information

The Effect of Surface Texture on Evaporation, Infiltration and Storage Properties of Paved Surfaces

The Effect of Surface Texture on Evaporation, Infiltration and Storage Properties of Paved Surfaces The Effect of Surface Texture on Evaporation, Infiltration and Storage Properties of Paved Surfaces M. Mansell* and F. Rollet School of Engineering and Science, University of the West of Scotland, Paisley

More information

UNIT HYDROGRAPH AND EFFECTIVE RAINFALL S INFLUENCE OVER THE STORM RUNOFF HYDROGRAPH

UNIT HYDROGRAPH AND EFFECTIVE RAINFALL S INFLUENCE OVER THE STORM RUNOFF HYDROGRAPH UNIT HYDROGRAPH AND EFFECTIVE RAINFALL S INFLUENCE OVER THE STORM RUNOFF HYDROGRAPH INTRODUCTION Water is a common chemical substance essential for the existence of life and exhibits many notable and unique

More information

Phosphorus Risk Assessment Index Evaluation Using Runoff Measurements

Phosphorus Risk Assessment Index Evaluation Using Runoff Measurements Volume 8, Number 1 Phosphorus Risk Assessment Index Evaluation Using Runoff Measurements Bahman Eghball and John E. Gilley USDA-ARS, Lincoln, NE Introduction Manure and composted manure are valuable and

More information

College of Soil Physics. 22 October - 9 November, Factors affecting the water erosion process.

College of Soil Physics. 22 October - 9 November, Factors affecting the water erosion process. 1867-68 College of Soil Physics 22 October - 9 November, 2007 Factors affecting the water erosion process. Donald Gabriels Dept. Soil Management Ghent University Belgium COLLEGE ON SOIL PHYSICS Water erosion:

More information

Of vital importance..

Of vital importance.. Soil moisture Of vital importance.. Low and erratic rainfall form a significant cause of low crop production and crop failure in rainfed agriculture in the tropics However, crop and land management do

More information

TECHNICAL MEMORANDUM. SUBJECT: Determination of watershed historic peak flow rates as the basis for detention basin design

TECHNICAL MEMORANDUM. SUBJECT: Determination of watershed historic peak flow rates as the basis for detention basin design TECHNICAL MEMORANDUM FROM: Ken MacKenzie and Ryan Taylor SUBJECT: Determination of watershed historic peak flow rates as the basis for detention basin design DATE: June 7, 2012 The purpose of this memorandum

More information

WMS Tools For Computing Hydrologic Modeling Parameters

WMS Tools For Computing Hydrologic Modeling Parameters WMS Tools For Computing Hydrologic Modeling Parameters Lesson 9 9-1 Objectives Use the drainage coverage as a basis for geometric parameters as well as overlaying coverages to compute important hydrologic

More information

New insight into pesticide partition coefficient K d for modelling pesticide fluvial transport with the SWAT model

New insight into pesticide partition coefficient K d for modelling pesticide fluvial transport with the SWAT model New insight into pesticide partition coefficient K d for modelling pesticide fluvial transport with the SWAT model Laurie BOITHIAS, Sabine SAUVAGE, Raghavan SRINIVASAN, Jeff ARNOLD, José-Miguel SANCHEZ-PEREZ

More information

Properties of Matter. Chemical Properties and Effects on Pollutant Fate. Characteristics of Chemical Changes. Physical Characteristics

Properties of Matter. Chemical Properties and Effects on Pollutant Fate. Characteristics of Chemical Changes. Physical Characteristics Properties of Matter Chemical Properties and Effects on Pollutant Fate Physical Characteristics Characteristics of Chemical Changes Melting point Boiling point Vapor pressure Color State (solid, liquid,

More information

Red River Valley Drainage Water Management Demonstration Project

Red River Valley Drainage Water Management Demonstration Project Red River Valley Drainage Water Management Demonstration Project Aaron Janz, Margaret Wagner, Jeppe Kjaersgaard Minnesota Department of Agriculture Drainage Research Forum November 23, 2015 Project Partners

More information

My Notes. Ka Hana Imi Na auao A Science Careers Curriculum Resource Go to: 1

My Notes. Ka Hana Imi Na auao A Science Careers Curriculum Resource Go to:  1 My Notes Ka Hana Imi Na auao A Science Careers Curriculum Resource Go to: www.cds.hawaii.edu/kahana 1 My Notes Ka Hana Imi Na auao A Science Careers Curriculum Resource Go to: www.cds.hawaii.edu/kahana

More information

SPATIAL-TEMPORAL ADJUSTMENTS OF TIME OF CONCENTRATION

SPATIAL-TEMPORAL ADJUSTMENTS OF TIME OF CONCENTRATION JOURNAL O LOOD ENGINEERING J E 1(1) January June 2009; pp. 21 28 SPATIAL-TEMPORAL ADJUSTMENTS OF TIME OF CONCENTRATION Kristin L. Gilroy & Richard H. McCuen Dept. of Civil and Environmental Engineering,

More information

Considerations and Development of the Hydrologic Function Section in Rangeland ESD s. K.E. Spaeth USDA-NRCS, Fort Worth, Tx

Considerations and Development of the Hydrologic Function Section in Rangeland ESD s. K.E. Spaeth USDA-NRCS, Fort Worth, Tx Considerations and Development of the Hydrologic Function Section in Rangeland ESD s K.E. Spaeth USDA-NRCS, Fort Worth, Tx Hydrologic Cycle Solar radiation Management Precipitation dynamics Evapotranspiration

More information

Lecture No. 6 Soil erosion- types of soil erosion and factors affecting soil erosion

Lecture No. 6 Soil erosion- types of soil erosion and factors affecting soil erosion Lecture No. 6 Soil erosion- types of soil erosion and factors affecting soil erosion 6.1 Definition Soil erosion is the process of detachment of soil particles from the top soil and transportation of the

More information

Effect of Land Surface on Runoff Generation

Effect of Land Surface on Runoff Generation Effect of Land Surface on Runoff Generation Context: Hydrologic Cycle Runoff vs Infiltration Infiltration: Process by which water on the ground surface enters the soil Runoff: Water (from rain, snowmelt,

More information

Transactions on Ecology and the Environment vol 13, 1997 WIT Press, ISSN

Transactions on Ecology and the Environment vol 13, 1997 WIT Press,  ISSN Rainfall Intensity and Soil Texture Effects on Water, Sediment, and Pesticide Losses A. Klik & C.C. Truman Institute for Hydraulics and Rural Water Management, Universitaet fuer Bodenkultur Wien, A-1190

More information

Nutrient Management in. A presentation to the West Metro Water Alliance

Nutrient Management in. A presentation to the West Metro Water Alliance Nutrient Management in Developing and Agricultural Areas A presentation to the West Metro Water Alliance Chris Meehan, P.E. May 25, 2011 Agenda Physical Improvements Planning Improvements How to get it

More information

SOIL AND THE HYDROLOGIC CYCLE

SOIL AND THE HYDROLOGIC CYCLE GEOLOGY 408/508 SOIL AND THE HYDROLOGIC CYCLE CHAPTER 6 Brady & Weil, Rev. 14th ed. THE HYDROLOGIC CYCLE (FIGURE 6.2) WATER BALANCE EQUATION Watershed - an area of land drained by a single stream system

More information

PERFORMANCE OF SOIL-CEMENT PLATING IN THE TEXAS PANHANDLE. Abstract

PERFORMANCE OF SOIL-CEMENT PLATING IN THE TEXAS PANHANDLE. Abstract PERFORMANCE OF SOIL-CEMENT PLATING IN THE TEXAS PANHANDLE By: D.N. Clute, P.E.; M.S. Garsjo, P.E.; K.R. Worster, P.E. National Design, Construction, and Soil Mechanics Center, USDA-NRCS, Fort Worth, Texas

More information

Norman Maclean Snowmelt Flow rate Storm flows fs (c flow m a tre S

Norman Maclean Snowmelt Flow rate Storm flows fs (c flow m a tre S Eventually, all things merge into one, and a river runs through it. Norman Maclean Understanding Streamflow ADEQ SW Short Course June 13, 213 Phoenix, AZ Hydrographs Discharge (Q) USGS flow data & plots

More information

Uncertainty in Hydrologic Modelling for PMF Estimation

Uncertainty in Hydrologic Modelling for PMF Estimation Uncertainty in Hydrologic Modelling for PMF Estimation Introduction Estimation of the Probable Maximum Flood (PMF) has become a core component of the hydrotechnical design of dam structures 1. There is

More information

Performance Evaluation of Permeable Pavement Systems

Performance Evaluation of Permeable Pavement Systems Performance Evaluation of Permeable Pavement Systems 1 Civil and Environmental Eng., Pusan National University 2 Seoyeong Engineering Co., Ltd. Performance Evaluation of Permeable Pavement Systems 1 Civil

More information

Green Infrastructure Flood Reduction Computations

Green Infrastructure Flood Reduction Computations Green Infrastructure Flood Reduction Computations Stephen Sands, PE, CFM ssands@hazenandsawyer.com March 24, 2016 Water JAM 2010 Discussion Topics Siting success Watershed-wide computations Individual

More information

Large-Scale Sediment Retention Device Testing (ASTM D 7351) FLEXSTORM Inlet Filter

Large-Scale Sediment Retention Device Testing (ASTM D 7351) FLEXSTORM Inlet Filter Large-Scale Sediment Retention Device Testing (ASTM D 7351) of FLEXSTORM Inlet Filter February 2009 Submitted to: Inlet & Pipe Protection, Inc. 24137 W. 111 th St., Unit A Naperville, IL 60564 Attn: Mr.

More information

Overview of NRCS (SCS) TR-20 By Dr. R.M. Ragan

Overview of NRCS (SCS) TR-20 By Dr. R.M. Ragan Overview of NRCS (SCS) TR-20 By Dr. R.M. Ragan TR-20 is a computer program for the simulation of runoff occurring from a single storm event. The program develops flood hydrographs from runoff and routes

More information

Variable-width buffers to reduce sediment pollution from potato production on steep slopes of Black Brook Watershed using AgBufferBuilder

Variable-width buffers to reduce sediment pollution from potato production on steep slopes of Black Brook Watershed using AgBufferBuilder Variable-width buffers to reduce sediment pollution from potato production on steep slopes of Black Brook Watershed using AgBufferBuilder Josée Owen and Sheldon Hann Agriculture and Agri-Food Canada Potato

More information

Modeling Nutrient and Sediment Losses from Cropland D. J. Mulla Dept. Soil, Water, & Climate University of Minnesota

Modeling Nutrient and Sediment Losses from Cropland D. J. Mulla Dept. Soil, Water, & Climate University of Minnesota Modeling Nutrient and Sediment Losses from Cropland D. J. Mulla Dept. Soil, Water, & Climate University of Minnesota Watershed Management Framework Identify the problems and their extent Monitor water

More information

Theories of Hydrological Connectivity. Mike Kirkby Geography, U. Leeds

Theories of Hydrological Connectivity. Mike Kirkby Geography, U. Leeds Theories of Hydrological Connectivity Mike Kirkby Geography, U. Leeds Summary Structural and Functional connectivity Definitions etc Structural connectivity Connectivity for continuous and discrete systems

More information

DRAINAGE DESIGN AND RUTTING PERFORMANACE GUIDELINES FOR PERMEABLE PAVEMENT

DRAINAGE DESIGN AND RUTTING PERFORMANACE GUIDELINES FOR PERMEABLE PAVEMENT DRAINAGE DESIGN AND RUTTING PERFORMANACE GUIDELINES FOR PERMEABLE PAVEMENT by Su Ling Cao Daryl Poduska Graduate Assistants Dan G. Zollinger Associate Professor Sponsored by The Uni-Group U.S.A. The Department

More information

Lecture 11: Water Flow; Soils and the Hydrologic Cycle

Lecture 11: Water Flow; Soils and the Hydrologic Cycle Lecture 11: Water Flow; Soils and the Hydrologic Cycle Water Flow in Soils Types of Water Flow in Soil Saturated flow: Soil pores completely filled with water; controlled by the hydrostatic potential After

More information

USER S MANUAL. Water Quality Capture Optimization and Statistics Model (WQ-COSM) v2.0. October 2012 Edition

USER S MANUAL. Water Quality Capture Optimization and Statistics Model (WQ-COSM) v2.0. October 2012 Edition USER S MANUAL Water Quality Capture Optimization and Statistics Model (WQ-COSM) v2.0 October 2012 Edition Copyright of this manual and the software it describes, October 1, 2012 by Urban Watersheds Research

More information

At least 2 feet above the seasonal high water table Overflow path or structure provided

At least 2 feet above the seasonal high water table Overflow path or structure provided General Conditions Map of proposed subwatershed to each subbasin, including total area and CN Design Flow or Design Volume to each STF, as appropriate Operation and Maintenance instructions for each STF

More information

Natural and Engineered Wetlands for Stormwater Management

Natural and Engineered Wetlands for Stormwater Management Natural and Engineered Wetlands for Stormwater Management Dan Hitchcock, Ph.D., P. E. Baruch Institute of Coastal Ecology and Forest Science Clemson University Georgetown, SC Prominence and Diversity of

More information

Study Questions Exam 5

Study Questions Exam 5 Study Questions Exam 5 1. List three best management practices intended to reduce the loss of nutrients from agroecosystems. No problem. 2. Explain how buffer strips work. Runoff enters at higher velocity,

More information

Mission. Selected Accomplishments from Walnut Gulch. Facilities. To develop knowledge and technology to conserve water and soil in semi-arid lands

Mission. Selected Accomplishments from Walnut Gulch. Facilities. To develop knowledge and technology to conserve water and soil in semi-arid lands USDA-ARS Southwest Watershed Research Center Mission Sound Science for Watershed Decisions To develop knowledge and technology to conserve water and soil in semi-arid lands ARS Watershed Locations Selected

More information

Estimating Field-Scale Runoff and Sediment Delivery. Seth M. Dabney, USDA-ARS Dalmo A. N. Vieira, USDA-ARS Daniel C. Yoder, Univ.

Estimating Field-Scale Runoff and Sediment Delivery. Seth M. Dabney, USDA-ARS Dalmo A. N. Vieira, USDA-ARS Daniel C. Yoder, Univ. Estimating Field-Scale Runoff and Sediment Delivery Seth M. Dabney, USDA-ARS Dalmo A. N. Vieira, USDA-ARS Daniel C. Yoder, Univ. of Tennessee Organization Buffers for concentrated flow control Distributed

More information

Optimization Model. for Design of Vegetative Filter Strips for. Stormwater Management and Sediment Control. Puneet N. Khatavkar

Optimization Model. for Design of Vegetative Filter Strips for. Stormwater Management and Sediment Control. Puneet N. Khatavkar Optimization Model for Design of Vegetative Filter Strips for Stormwater Management and Sediment Control. by Puneet N. Khatavkar A Thesis Presented in Partial Fulfillment of the Requirements for the Degree

More information

Bay Area Hydrology Model

Bay Area Hydrology Model Bay Area Hydrology Model Doug Beyerlein, P.E. Joe Brascher Shanon White Clear Creek Solutions, Inc. www.clearcreeksolutions.com Bay Area Hydrology Model This introductory presentation was given at BAHM

More information

Old Mill School Stream Restoration

Old Mill School Stream Restoration Project Overview This conceptual plan restores and stabilizes two consecutive reaches of a highly incised and unstable stream and reconnects them with the floodplain. The restoration reaches are part of

More information

CITY UTILITIES DESIGN STANDARDS MANUAL

CITY UTILITIES DESIGN STANDARDS MANUAL CITY UTILITIES DESIGN STANDARDS MANUAL () September 2017 Page Chapter 1 Acronyms and Definitions 1.01 Purpose 1 1.02 Acronyms 1 1.03 Definitions 3 Chapter 2 Introduction 2.01 Purpose 1 2.02 Applicability

More information

DRAINAGE & DESIGN OF DRAINAGE SYSTEM

DRAINAGE & DESIGN OF DRAINAGE SYSTEM Drainage on Highways DRAINAGE & DESIGN OF DRAINAGE SYSTEM P. R.D. Fernando Chartered Engineer B.Sc.(Hons), M.Eng. C.Eng., MIE(SL) Drainage Requirement of Highway Drainage System Introduction Drainage means

More information

Rainfall, Runoff and Peak Flows: Calibration of Hydrologic Design Methods for the Kansas City Area

Rainfall, Runoff and Peak Flows: Calibration of Hydrologic Design Methods for the Kansas City Area Rainfall, Runoff and Peak Flows: Calibration of Hydrologic Design Methods for the Kansas City Area Bruce McEnroe, Bryan Young, Ricardo Gamarra and Ryan Pohl Department of Civil, Environmental, and Architectural

More information

COMPOSTING 101 to 450 Paul Walker Illinois State University - Normal

COMPOSTING 101 to 450 Paul Walker Illinois State University - Normal COMPOSTING 101 to 450 Paul Walker Illinois State University - Normal COMPOST DEVELOPMENT COMPOST QUALITY ON-SIGHT QUALITY DETERMINATION POLLUTANT REMOVAL EROSION / SEDIMENT CONTROL COMPOST PROCESS FLOW

More information

Measuring discharge. Climatological and hydrological field work

Measuring discharge. Climatological and hydrological field work Measuring discharge Climatological and hydrological field work 1. Background Discharge (or surface runoff Q s) refers to the horizontal water flow occurring at the surface in rivers and streams. It does

More information

Conservation Practices for Water Quality: Sediment & Nutrient Control. Trap Sediments/Trap Nutrients on the Field. Improve Soil Health.

Conservation Practices for Water Quality: Sediment & Nutrient Control. Trap Sediments/Trap Nutrients on the Field. Improve Soil Health. Conservation Practices for Water Quality: Sediment & Nutrient Control. Trap Sediments/Trap Nutrients on the Field. Improve Soil Health. Sediment Conservation Cover Cover Crop Critical Area Planting Field

More information

Chapter 6. Hydrology. 6.0 Introduction. 6.1 Design Rainfall

Chapter 6. Hydrology. 6.0 Introduction. 6.1 Design Rainfall 6.0 Introduction This chapter summarizes methodology for determining rainfall and runoff information for the design of stormwater management facilities in the City. The methodology is based on the procedures

More information

iswm TM Technical Manual Hydrology:

iswm TM Technical Manual Hydrology: : 1.0 2.0 Downstream Assessment 3.0 Streambank Protection 4.0 Water Balance 5.0 Rainfall Tables 6.0 Hydrologic Soils Data Table of Contents 1.0... HO-1 1.1 Estimating Runoff... HO-1 1.1.1 Introduction

More information

Ramos MC, Martínez-Casasnovas JA & Balasch JC

Ramos MC, Martínez-Casasnovas JA & Balasch JC Runoff and soil loss prediction in a vineyard area at very detail scale using SWAT: comparison between dry and wet years Runoff and soil loss prediction in a vineyard area at very detailed scale Ramos

More information

MODELING SEDIMENT AND PHOSPHORUS YIELDS USING THE HSPF MODEL IN THE DEEP HOLLOW WATERSHED, MISSISSIPPI

MODELING SEDIMENT AND PHOSPHORUS YIELDS USING THE HSPF MODEL IN THE DEEP HOLLOW WATERSHED, MISSISSIPPI MODELING SEDIMENT AND PHOSPHORUS YIELDS USING THE HSPF MODEL IN THE DEEP HOLLOW WATERSHED, MISSISSIPPI Jairo Diaz-Ramirez, James Martin, William McAnally, and Richard A. Rebich Outline Background Objectives

More information

Stylistic Modeling of Vadose Zone Transport Insight into Vapor Intrusion Processes

Stylistic Modeling of Vadose Zone Transport Insight into Vapor Intrusion Processes March 15, 2011 Workshop, Addressing Regulatory Challenges In Vapor Intrusion, A State of the Science Update Stylistic Modeling of Vadose Zone Transport Insight into Vapor Intrusion Processes Daniel B.

More information

HIGHWAY DRAINAGE.

HIGHWAY DRAINAGE. Chapter VI HIGHWAY DRAINAGE Tewodros N. www.tnigatu.wordpress.com tedynihe@gmail.com I. INTRODUCTION Provision o of adequate drainage is an essential part of pavement design. Protection of pavement structure

More information

STORMWATER INFILTRATION TRENCH RETROFIT UPDATE

STORMWATER INFILTRATION TRENCH RETROFIT UPDATE STORMWATER INFILTRATION TRENCH RETROFIT UPDATE John Komlos, Ph.D. Bridget Wadzuk, Ph.D. Andrea Welker, Ph.D. Robert Traver, Ph.D. Nicolas Pazlopez Tobias Müller (Nave Newell, Inc.) Civil and Environmental

More information

Stormwater Retention Pond Recovery Analysis

Stormwater Retention Pond Recovery Analysis Stormwater Retention Pond Recovery Analysis By Nicolas E Andreyev The first in a series of courses on Green Drainage Design www.suncam.com Page 1 of 33 Forward To design a stormwater retention pond, one

More information

Ponds. Pond A water impoundment made by excavating a pit, or constructing a dam or an embankment.

Ponds. Pond A water impoundment made by excavating a pit, or constructing a dam or an embankment. POND SITE SELECTION AND CONSTRUCTION Uses, Planning, & Design David Krietemeyer Area Engineer USDA-NRCS June 20, 2008 Uses Considerations for Location of Commonly Used Terms Pond A water impoundment made

More information

Stormwater Management at. Park View Estates. Zach Bradley Riley Jones Grant Moore Derek West. November 18, 2016

Stormwater Management at. Park View Estates. Zach Bradley Riley Jones Grant Moore Derek West. November 18, 2016 Stormwater Management at Park View Estates Zach Bradley Riley Jones Grant Moore Derek West November 18, 2016 Mission Statement The mission of the Cowboy Stormwater Management team is to design and implement

More information

ADVANCED APPLICATIONS OF HEC-HMS

ADVANCED APPLICATIONS OF HEC-HMS Hydrologic Engineering Center Training Course on ADVANCED APPLICATIONS OF HEC-HMS 18 22 April 2016 Davis, California Course Objectives The course covers a variety of areas that go beyond the Basic HEC-HMS

More information

Tree Canopy Mapping & Modeling of Ecosystem Services for Georgia Communities

Tree Canopy Mapping & Modeling of Ecosystem Services for Georgia Communities Brown Bag Webinar March 31, 2010 Tree Canopy Mapping & Modeling of Ecosystem Services for Georgia Communities AGRICULTURE COMMERCIAL INDUSTRIAL/OFFICE PROW PUBLIC/SEMI-PUBLIC RESIDENTIAL VACANT 0 1,000

More information