LATEST ENHANCEMENTS TO THE RIVERMorph STREAM RESTORATION SOFTWARE

Size: px
Start display at page:

Download "LATEST ENHANCEMENTS TO THE RIVERMorph STREAM RESTORATION SOFTWARE"

Transcription

1 LATEST ENHANCEMENTS TO THE RIVERMorph STREAM RESTORATION SOFTWARE J. George Athanasakes, PE RIVERMorph, LLC 1901 Nelson Miller Parkway Louisville, KY

2 BIOGRAPHICAL SKETCH J. George Athanasakes, PE J. George Athanasakes has a diverse background which includes stream restoration, water resources, and watershed management. For over a decade, Mr. Athanasakes has served as the project manager and/or design engineer on numerous stream restoration projects throughout the United States incorporating natural channel design principles and soil bioengineering techniques. Mr. Athanasakes has served as the Project Manager for the development of the RIVERMorph software since its inception and continues to oversee the development of the software. Due to his efforts in advancing the field of stream restoration, Mr. Athanasakes recently received an Achievement in Private Practice Award from the Kentucky Society of Professional Engineers. 234

3 LATEST ENHANCEMENTS TO THE RIVERMorph STREAM RESTORATION SOFTWARE J. George Athanasakes, PE RIVERMorph, LLC 1901 Nelson Miller Parkway Louisville, KY ABSTRACT The RIVERMorph software was developed in 2002 for the purposes of simplifying the process of assessing, monitoring and designing streams using natural channel design techniques. The software features a comprehensive database and an intuitive state-of-the art graphical user interface (GUI). The program has the ability to process all types of geomorphic data typically collected on stream restoration projects, including biological and channel stability assessments. The software also features a GIS interface to measure plan form geomorphic parameters from aerial photographs and GIS coverages. Over the years the software has continued to be enhanced as the field of stream restoration evolves. Last year, a Pocket PC version of the software was introduced, which provides key RIVERMorph data input screens in a Pocket PC format which easily syncs with the desktop version of the software. Pocket RIVERMorph also allows the user to calculate several key bankfull parameters in the field, which allows the user to validate data while still at the site. The software now also includes the PowerSed sediment transport model developed by Dave Rosgen, which utilizes the impact of stream power on sediment transport to predict if alterations to a channel will likely result in aggradation or degradation. Other enhancements include a module to monitor bank erosion as well as enhancements to the gage analysis and regional curves modules. In this presentation, an overview of the RIVERmorph software program will be provided and recent enhancements to the software will be highlighted. Key Words: stream restoration; natural channel design; sediment transport; software 1. INTRODUCTION Stream restoration as a science has evolved from ancient river training techniques used for irrigation, navigation and flood control projects into modern ecological restoration plans designed by teams of engineers, geomorphologists, biologists and skilled construction contractors. In the past decade the profession has witnessed a trend in stream restoration that started with bioengineered or natural bank stabilization practices that tended to address the effects of stream degradation, but is now focusing on cross sectional, planform and longitudinal geometry best suited to exist in the natural landscape. The later 235

4 approach tends to address the causes of stream degradation, channelization for example, and mitigates those causes by mimicking natural systems that are stable in similar environments. The art of restoration is in the way professionals condense reams of input data into construction drawings illustrating natural stream systems. Given a beginning point and ending point, a stream can form nearly infinitely many planform alignments; however, there are many times when only one or two alignments can work with all the site constraints. RIVERMorph was developed to provide users an easy way to store and analyze the data collected for stream assessments and designs. The program has the ability to process geomorphic data typically collected on stream restoration projects, including biological and channel stability assessments. For stream restoration design, the software has been developed to allow designers to analyze planform, profile and cross sectional parameters, with the ability to iterate design constraints quickly. The outcome is a natural appearing stream system with variability in its planform, longitudinal profile and cross-section dimensions. 2. DEVELOPMENT OF THE RIVERMorph SOFTWARE PACKAGE Research and development for the software began in At this time research was focused on resistance equations and shear stress calculations needed for bank stabilization design. Later, basic geomorphologic data collection and stream classification were added to the first application (alpha version), which was developed in The software went through further development, including the addition of natural channel design equations, GIS, regional curves and graphing capabilities, until beta 1 testing in 2001 by private consultants, universities and government agencies. After incorporating visions from the beta test and the latest available design algorithms, Version 1.0 was released in June Throughout the development of RIVERMorph, Dave Rosgen, Ph.D., of Wildland Hydrology provided significant input to the software. Since the initial release of Version 1 of RIVERMorph, the software has continued to be enhanced to keep up with the stream restoration profession. Version 2 of the software included the addition of Hydraulics by Stages, which allows for the computation of a number of hydraulic properties by user defined stage increments. The properties can also be easily graphed. In addition, a number of sediment transport equations were also added to Version 2 along with the addition of a sediment transport competency calculator. 3. RECENT ADVANCES TO THE RIVERMorph SOFTWARE PACKAGE Over the past year, a number of significant enhancements have been added to the software. Last year, a Pocket PC version of the software was introduced, which provides key RIVERMorph data input screens in a Pocket PC format which easily syncs with the desktop version of the software. Pocket RIVERMorph also allows the user to calculate several key bankfull parameters in the field, which allows the user to validate data while still at the site. The use of Pocket RIVERMorph can save the user significant time be allowing the user to visualize the collected data in the field, thus eliminating costly return trips to the site to check data that may be in error. The software now also includes the PowerSed sediment transport model developed by Dave Rosgen, Ph.D., which utilizes the impact of stream power on sediment transport to predict if alterations to a channel will likely result in aggradation or degradation. The PowerSed model utilizes dimensionless sediment rating curves to predict sediment volumes relative to discharges. Figure 1. View of RIVERMorph GUI. 1 Beta testing is the process of getting feedback from peers and potential users. 236

5 unknown site conditions require a field change to a portion of the alignment, such as when shallow bedrock is encountered. Changes to the stream geometry, such as narrowing the meander belt width, can easily be evaluated using the software s slider controls. RIVERMorph will adjust all the related channel dimensions and validate the sediment transport competency of the adjusted channel. Figure 2. View of the RIVERMorph PowerSed Module. Other enhancements to RIVERMorph include a module to monitor bank erosion as well as enhancements to the gage analysis and regional curves modules. The gage analysis module has been enhanced to allow instant downloading of annual peak, mean daily and data from the USGS Web site. The data can then be easily processed to develop a flood frequency analysis and hydraulic geometry relationships. The regional curve module was enhanced to easily allow users to develop regional curves from their data as well as to facilitate the distribution of regional curves. Numerous RIVERMorph users are developing regional curves in their areas of practice and are providing their data to RIVERMorph. The RIVERMorph Web site is used to distribute these regional curves to other users, thus helping the profession to stay up to date with the latest regional curve information. 4. BENEFITS TO THE ENVIRONMENT AND EROSION AND SEDIMENT CONTROL PROFESSION RIVERMorph benefits both the environment and erosion and sediment control profession in with respects to stream assessment, and design by incorporating useful techniques and algorithms from a variety of successful restoration professionals including Rosgen, Pfankuch, Soar and Thorne to name just a few. RIVERMorph simplifies the design and assessment process by putting the geomorphic tools needed right at the users fingertips. In addition to the stream assessment and design phases, RIVERMorph is also a powerful tool to use during the stream restoration construction process if It is also crucial to collect as-built geomorphic survey data immediately after construction to begin the monitoring process. Ideally, reconstructed streams would be monitored for the long term; however, monitoring budgets are sometimes limited or entirely absent. The RIVERMorph project file used to design the reach is an excellent place to store any monitoring data collected in the new reach, making it easy to generate reports and to evaluate changes over time. Unique features of the RIVERMorph stream restoration software include: RIVERMorph was developed specifically to analyze, store and retrieve geomorphic data through the use of a comprehensive database and state-of-the-art graphic user interface (GUI). Through the use of a computer software program, the processing of geomorphic data for stream assessment, monitoring and design can be completed much more quickly and thoroughly. RIVERMorph s robust database allows the user to query stored data during the design process, instantly load and retrieve river and reach data, utilize GIS to measure plan form geometry, and create new regional curves and statistical parameters, all in real time. RIVERMorph allows the stream restoration professional to make key geomorphic measurements graphically. RIVERMorph allows for quick design iterations. Once the impacted reach and reference reach data has been input to RIVERMorph, the natural channel design module can be used to quickly iterate on a design until the proposed geometry matches the reference reach classification and has the ability to transport its sediment as validated using dimensionless shear stress calculations. Typical details for the plan view alignment of the channel thalweg and longitudinal profile are automatically produced by the software. Crosssectional details are customized by the user to generate the shape of the proposed channel that best suits the channel materials and reference reach patterns. RIVERMorph also includes design calculations for W-Weirs, J-Hooks and Cross Vanes. The regime equations provided in RIVERMorph 237

6 are very useful for providing a check for the final design. Typically the equations are used to compare the design to the relationships of radius of curvature to width, meander wavelength to radius of curvature and others. The design geometry should be consistent with Regional Curves developed for the project area. If there are no existing Regional Curves for the site, RIVERMorph can be used to construct them if some stable reaches and preferably gage sites can be located in the watershed or surrounding area. RIVERMorph allows the user to build an easily retrievable reference reach library for use on future stream restoration projects. Geomorphology professionals can produce tables and graphs for insertion in reports and presentations. RIVERMorph generates tables of design geometry, as well as tables of coordinates for cross sections, plan view and longitudinal profile. These tables can be supplied to the CADD department for development into design drawings, or can be imported in GIS using event themes. 5. SUCCESSFUL APPLICATION OF RIVERMorph IN THE FIELD: BUFFALO RUN CASE STUDY Commercial developments in Kentucky are subject to major environmental constraints set up to protect our rivers and streams. Many of these developments require unique and environmentally challenging design solutions to complex stormwater plans. The developers of the Cedar Grove Business Park met with environmental concerns during the 401 permitting process. Initially, the project design specified several diversions of Buffalo Run, a relatively undisturbed tributary of the Salt River, as primary components of the site-grading plan. Naturally this triggered the concerns of local conservationists and state regulators regarding the post-developed condition of Buffalo Run, a wooded stream corridor with abundant biological habitat and diversity. The Kentucky Division of Water helped the developer implement a satisfactory preservation and restoration plan as part of the 401 permitting process, allowing for two diversions if constructed using natural materials and stable dimensions promoting similar wildlife habitat opportunities as existing and preserved reaches of Buffalo Run. In preparation for the design and construction of the natural channel diversions, field engineers used a time saving design-build method of natural channel design, collecting reference reach data one day, and Figure 3. Reference reach used for design. by using RIVERMorph stream restoration software to generate a stable design the following day. Sketches used to generate staking plans for the diversions were based on predicting efficient plan, profile, and cross sectional geometry from information gathered from a reference reach in the Buffalo Run watershed. The reference reach empirical design approach was used because it offers a high probability of creating a natural appearance while maintaining channel dimensions and sediment transport competency over time. The engineers, skipping the process of generating a traditional set of construction drawings or specifications, then field-staked the stable pattern and began excavating the new floodplains later that week. Natural construction materials, such as boulders, logs, rootwads and transplants were located and stockpiled during this time. The projects were designed and constructed in a few weeks, compared to the many months typically used on projects of similar size. Excavation of the new floodplains to their final elevations prior to excavation of the bankfull channel made construction and supervision easy. Once the channel pattern had been staked the contractor could make several passes with a standard 4-feet wide excavator bucket to construct the channel. Instead of measuring elevations along the channel bottom with survey equipment, the depth was inspected with rods graduated into riffle, run, glide and pool depths calculated from the reference reach dimensionless ratios. This way one supervisor could inspect the channel depths by measuring down from the bankfull elevation and instruct the operator to make adjustments as necessary. A critical part of a natural channel design process was the thorough review of the calculations. RIVERMorph stream restoration software was used to store and analyze geomorphic data for the Cedar 238

7 Figure 4. View of valley prior to construction. Figure 6. Completed Project 3 years after construction. Grove project. The software was used to classify the existing streams, assess channel stability conditions, analyze the reference reach data, perform the natural channel design, and verify the sediment transport competency in the proposed reaches. Figure 5 View of valley with completed natural channel. Two 1,000 ft reaches of Buffalo Run were relocated as part of this project. The newly construction floodplains are now used as wildlife refuge and are being incorporated into a park system for Bullitt County. In the end, the developer completed the permit requirements ahead of schedule and under budget using RIVERMorph stream restoration software as a critical element of this unique design-build approach. 239

8 Latest Enhancements to the RIVERMorph Stream Restoration Software Presented by: George Athanasakes, P.E. IECA 2006 Annual Conference and Expo Long Beach, California

9 Outline Brief History of Software Main Features & Components Pocket RIVERMorph Example Use of the Software Summary

10 Brief History Development Initiated in 1998 Extensive Beta Testing Released in 2002 Significant Input from Dave Rosgen Currently Used by Numerous Agencies and Consulting Firms Continue to Advance the Software

11 Database Structure River Reach River Scale Reach Scale (20 to 30) x W bkf

12 Graphical User Interface River Tree View Main Working Area Pop Up Tools

13 RIVERMorph Components CHANNEL MEASUREMENT Survey Data (Differential & Total Station) Cross Sections Longitudinal Profile Particle Size Analyses (Pebble Count & Sieve Analysis) Stream Classification Dimensionless Ratios

14 RIVERMorph Components CROSS SECTION Total Station or Differential Level Data Graphically Adjust Bankfull Ability to Export Data & Graphs for Insertion in Reports Numerous Tools to Efficiently Analyze Data Hydraulics by Stages Storage of Photographs

15 RIVERMorph Components ASSESSMENT TOOLS Pfankuch Channel Stability NRCS Stream Visual Assessment Protocol Bank Erosion Hazard Index

16 RIVERMorph Components DESIGN TOOLS Natural Channel Design Pattern Dimension Profile Vane Structures

17 Natural Channel Design ANALYSES & DESIGN Slider Controls for Design Iterations

18 Incorporates Design Calculations for Structures

19 RIVERMorph Components CALCULATORS & TOOLS Everything You Need at Your Fingertips Easy to Use Pop Up Forms Allow Continuous Work in Main Window Data Integration

20 RIVERMorph Components CALCULATORS & TOOLS GIS Regional Curves Resistance Equations Regime Equations TR-55 Peak Flow Andrews Equations Shields Curve Gage Analysis PowerSed/FlowSed

21 RIVERMorph GIS Ability to Set Scale Key Planform Measurements Sinuosity Radius of Curvature Meander Wavelength Belt Width Upload to Dimensionless Ratios

22 Regional Curves Graphs of Drainage Area Versus Discharge Area Width Depth Default Curves Creates New Curves with a Click of a Mouse Website Source for Latest Regional Curve Data

23 Gage Analysis Quickly Downloads Real- Time Gage Data from USGS Website Performs Flood Frequency Analysis Plots Data

24 Pocket RIVERMorph Quicker Analysis Includes Most Data Entry Screens in RIVERMorph Opportunity to Validate Your Data While in the Field Tools to Calculate Bankfull and View Graphically Easily Loaded on to Waterproof PDA Instantly Syncs with RIVERMorph

25 Natural Channel Design Using Reference Reach Approach Stable Reference Stream in Same Hydro-physiographical Region Streams Exist in Dynamic State of Equilibrium Requires a Number of Geomorphic Measurements - Range of Dimensionless Ratios Applies to Streams where Upper Ranges of Depositional Particles Begin to Mobilize at Bankfull In Sand Bed Streams Additional Analytical Analyses is Necessary

26 NCD Example Dimensionless Ratios

27 Summary Software Stores all Data in a Database for Easy Retrieval During the Assessment & Design Process. Features an Intuitive Graphical User Interface Streamlines the Processing of Geomorphic Data and Natural Channel Design Calculations Quickly Enter & Analyze Data in the Field Using Pocket RIVERMorph

Flood Hazard Area Technical Manual Section 8 Bank Stabilization and Stream Restoration

Flood Hazard Area Technical Manual Section 8 Bank Stabilization and Stream Restoration Flood Hazard Area Technical Manual Section 8 Bank Stabilization and Stream Restoration Prepared by: New Jersey Section American Water Resources Association Stream Restoration Committee FHA Subcommittee

More information

Prattsville Berm Removal Project. 1.0 Project Location

Prattsville Berm Removal Project. 1.0 Project Location Prattsville Berm Removal Project 1.0 Project Location The project site is located between the New York State Route 23 Bridge over the Schoharie Creek and the Schoharie Reservoir. The restoration plan encompassed

More information

Stream Rehabilitation Concepts, Guidelines and Examples. Objectives. Pierre Y. Julien. Three Laws of Stream Restoration

Stream Rehabilitation Concepts, Guidelines and Examples. Objectives. Pierre Y. Julien. Three Laws of Stream Restoration Stream Rehabilitation Concepts, Guidelines and Examples Pierre Y. Julien Wuhan 2005 Objectives Part I - Stream restoration and rehabilitation: 1. Present and discuss important concepts, laws, criteria

More information

EFFECTS OF ARUNDO DONAX ON RIVER HYDRAULICS, SEDIMENT TRANSPORT, AND GEOMORPHOLOGY, SANTA MARGARITA RIVER, CALIFORNIA

EFFECTS OF ARUNDO DONAX ON RIVER HYDRAULICS, SEDIMENT TRANSPORT, AND GEOMORPHOLOGY, SANTA MARGARITA RIVER, CALIFORNIA EFFECTS OF ARUNDO DONAX ON RIVER HYDRAULICS, SEDIMENT TRANSPORT, AND GEOMORPHOLOGY, SANTA MARGARITA RIVER, CALIFORNIA René Leclerc Geomorphologist Robert C. MacArthur, Ph.D., P.E. Principal Headwaters

More information

Basic Principles of Channel Design

Basic Principles of Channel Design United States Department of Agriculture Natural Resources Conservation Service Stream Restoration Design Chapter 7 Basic Principles of Channel Design Issued August 2007 Cover photo: Where modification

More information

TENNESSEE GAS PIPELINE COMPANY, L.L.C.

TENNESSEE GAS PIPELINE COMPANY, L.L.C. TENNESSEE GAS PIPELINE COMPANY, L.L.C. HYDROLOGIC & HYDRAULIC CALCULATIONS FOR WATERBODIES CROSSED BY CONNECTICUT PIPELINE EXPANSION PROJECT CONNECTICUT LOOP Submitted by: Tennessee Gas Pipeline Company,

More information

1.7.0 Floodplain Modification Criteria

1.7.0 Floodplain Modification Criteria 1.7.0 Floodplain Modification Criteria 1.7.1 Introduction These guidelines set out standards for evaluating and processing proposed modifications of the 100- year floodplain with the following objectives:

More information

CITY UTILITIES DESIGN STANDARDS MANUAL

CITY UTILITIES DESIGN STANDARDS MANUAL CITY UTILITIES DESIGN STANDARDS MANUAL Book 2 (SW) SW9 June 2015 SW9.01 Purpose This Chapter provides information for the design of open channels for the conveyance of stormwater in the City of Fort Wayne.

More information

Waipi o Valley Flood Damage Reduction and Stream Stabilization Preliminary Investigation

Waipi o Valley Flood Damage Reduction and Stream Stabilization Preliminary Investigation Prepared for: Prepared by: Mauna Kea Soil and Water AECOM Conservation District Honolulu, HI Kamuela, HI 60185286 January 2012 and Stream Stabilization Preliminary Investigation Prepared for: Prepared

More information

Assessing Rivers for Restoration Purposes. Ann L. Riley Waterways Restoration Institute

Assessing Rivers for Restoration Purposes. Ann L. Riley Waterways Restoration Institute Assessing Rivers for Restoration Purposes Ann L. Riley Waterways Restoration Institute Assessing Rivers for Restoration Purposes Ann L. Riley Waterways Restoration Institute Assessing Rivers for Restoration

More information

7.0 Stream Restoration

7.0 Stream Restoration 7.0 Stream Restoration 7.1 Issue Statements One of the primary concerns of residents in the Bassett Creek watershed is the maintenance of the natural beauty of the creek in residential and recreational

More information

Channel Design. Part 654 Stream Restoration Design National Engineering Handbook. United States Department of Agriculture

Channel Design. Part 654 Stream Restoration Design National Engineering Handbook. United States Department of Agriculture United States Department of Agriculture Natural Resources Conservation Service Stream Restoration Design Chapter 11 Rosgen Geomorphic Channel Design Issued August 2007 Cover photo: Stream restoration project,

More information

General Permit for Activities Promoting Waterway - Floodplain Connectivity [working title]

General Permit for Activities Promoting Waterway - Floodplain Connectivity [working title] General Permit for Activities Promoting Waterway - Floodplain Connectivity [working title] Purpose These rules set forth the conditions under which a person may, without an individual removal-fill permit

More information

Catchment Scale Processes and River Restoration. Dr Jenny Mant Jenny@therrc.co.uk. The River Restoration Centre therrc.co.uk

Catchment Scale Processes and River Restoration. Dr Jenny Mant Jenny@therrc.co.uk. The River Restoration Centre therrc.co.uk Catchment Scale Processes and River Restoration Dr Jenny Mant Jenny@therrc.co.uk The River Restoration Centre therrc.co.uk 3 Main Catchment Elements Hydrology Energy associated with the flow of water affects

More information

The Teton Creek Restoration Project Summary:

The Teton Creek Restoration Project Summary: The Teton Creek Restoration Project Summary: The Teton Creek Restoration Project area extends for approximately one mile upstream from the Cemetery Road Bridge and includes the Aspen Pointe, The Aspens

More information

Appendix 4-C. Open Channel Theory

Appendix 4-C. Open Channel Theory 4-C-1 Appendix 4-C Open Channel Theory 4-C-2 Appendix 4.C - Table of Contents 4.C.1 Open Channel Flow Theory 4-C-3 4.C.2 Concepts 4-C-3 4.C.2.1 Specific Energy 4-C-3 4.C.2.2 Velocity Distribution Coefficient

More information

FINAL REPORT ON DOT WORKSHOP, Integrating Stream Restoration Principles & Transportation Maintenance

FINAL REPORT ON DOT WORKSHOP, Integrating Stream Restoration Principles & Transportation Maintenance FINAL REPORT ON DOT WORKSHOP, Integrating Stream Restoration Principles & Transportation Maintenance Keystone Restoration Ecology for Stream Dynamics Inc. June 30, 2013 Introduction: This report describes

More information

Land Disturbance, Erosion Control and Stormwater Management Checklist. Walworth County Land Conservation Department

Land Disturbance, Erosion Control and Stormwater Management Checklist. Walworth County Land Conservation Department Land Disturbance, Erosion Control and Stormwater Management Checklist Walworth County Land Conservation Department The following checklist is designed to assist the applicant in complying with the Walworth

More information

DANIELS RUN STREAM RESTORATION, FAIRFAX, VIRGINIA: FLOODPLAIN ANALYSIS REPORT

DANIELS RUN STREAM RESTORATION, FAIRFAX, VIRGINIA: FLOODPLAIN ANALYSIS REPORT DANIELS RUN STREAM RESTORATION, FAIRFAX, VIRGINIA: FLOODPLAIN ANALYSIS REPORT By: Conor C. Shea Stream Habitat Assessment and Restoration Program U.S. Fish and Wildlife Service CBFO-S07-01 Prepared in

More information

2.0 BASIC CONCEPTS OF OPEN CHANNEL FLOW MEASUREMENT

2.0 BASIC CONCEPTS OF OPEN CHANNEL FLOW MEASUREMENT 2.0 BASIC CONCEPTS OF OPEN CHANNEL FLOW MEASUREMENT Open channel flow is defined as flow in any channel where the liquid flows with a free surface. Open channel flow is not under pressure; gravity is the

More information

Coastal and Hydraulics Laboratory

Coastal and Hydraulics Laboratory ERDC/CHL TR-01-28 Coastal and Hydraulics Laboratory Hydraulic Design of Stream Restoration Projects Ronald R. Copeland, Dinah N. McComas, Colin R. Thorne, Philip J. Soar, Meg M. Jonas, and Jon B. Fripp

More information

CHAPTER 9 CHANNELS APPENDIX A. Hydraulic Design Equations for Open Channel Flow

CHAPTER 9 CHANNELS APPENDIX A. Hydraulic Design Equations for Open Channel Flow CHAPTER 9 CHANNELS APPENDIX A Hydraulic Design Equations for Open Channel Flow SEPTEMBER 2009 CHAPTER 9 APPENDIX A Hydraulic Design Equations for Open Channel Flow Introduction The Equations presented

More information

Chapter 3 CULVERTS. Description. Importance to Maintenance & Water Quality. Culvert Profile

Chapter 3 CULVERTS. Description. Importance to Maintenance & Water Quality. Culvert Profile Chapter 3 CULVERTS Description A culvert is a closed conduit used to convey water from one area to another, usually from one side of a road to the other side. Importance to Maintenance & Water Quality

More information

North Carolina State University and North Carolina A&T State University commit themselves to positive action to secure equal opportunity regardless

North Carolina State University and North Carolina A&T State University commit themselves to positive action to secure equal opportunity regardless North Carolina State University and North Carolina A&T State University commit themselves to positive action to secure equal opportunity regardless of race, color, creed, national origin, religion, sex,

More information

3. Design Procedures. Design Procedures. Introduction

3. Design Procedures. Design Procedures. Introduction Design Procedures 3. Design Procedures Introduction This chapter presents a procedure for the design of natural channels. The chapter primarily focuses on those physical properties of the channel required

More information

Concepts for Post Flood River Corridor Restoration

Concepts for Post Flood River Corridor Restoration Concepts for Post-Flood River Corridor Restoration Dave Rosgen, P.H., Ph.D. Wildland Hydrology Fort Collins, Colorado A Special Thanks to our Sponsors: Copyright 2014 Wildland Hydrology 1 Workshop Goals

More information

SUSTAINABLE DESIGN FOR THE SOLDIER CREEK LEVEE REPAIR. John Ruhl 1 Seth Laliberty 2 ABSTRACT

SUSTAINABLE DESIGN FOR THE SOLDIER CREEK LEVEE REPAIR. John Ruhl 1 Seth Laliberty 2 ABSTRACT SUSTAINABLE DESIGN FOR THE SOLDIER CREEK LEVEE REPAIR John Ruhl 1 Seth Laliberty 2 ABSTRACT The Soldier Creek Diversion Unit Repair Project represents the latest USACE Kansas City District investment in

More information

Earth Science. River Systems and Landforms GEOGRAPHY 1710. The Hydrologic Cycle. Introduction. Running Water. Chapter 14.

Earth Science. River Systems and Landforms GEOGRAPHY 1710. The Hydrologic Cycle. Introduction. Running Water. Chapter 14. Earth Science GEOGRAPHY 1710 River Systems and Landforms DAVID R. SALLEE Robert W. Christopherson Charlie Thomsen Chapter 14 Introduction Rivers and streams are dynamic systems that continually adjust

More information

Quantifying Potential Floodplain Restoration Benefits in the Upper Mississippi River Basin, USA

Quantifying Potential Floodplain Restoration Benefits in the Upper Mississippi River Basin, USA Quantifying Potential Floodplain Restoration Benefits in the Upper Mississippi River Basin, USA Michael Schwar, Ph.D. PE (MARS) Eileen Fretz (American Rivers) Mississippi River Commission/USACE Upper Mississippi

More information

Topic 8: Open Channel Flow

Topic 8: Open Channel Flow 3.1 Course Number: CE 365K Course Title: Hydraulic Engineering Design Course Instructor: R.J. Charbeneau Subject: Open Channel Hydraulics Topics Covered: 8. Open Channel Flow and Manning Equation 9. Energy,

More information

A STREAM CHANNEL STABILITY ASSESSMENT METHODOLOGY. David L. Rosgen, P.H. Wildland Hydrology Pagosa Springs. CO 81147

A STREAM CHANNEL STABILITY ASSESSMENT METHODOLOGY. David L. Rosgen, P.H. Wildland Hydrology Pagosa Springs. CO 81147 A STREAM CHANNEL STABILITY ASSESSMENT METHODOLOGY BY David L. Rosgen, P.H. Wildland Hydrology Pagosa Springs. CO 81147 ABSTRACT: Various definitions of stream channel stability are presented including

More information

City of Austin Stream Restoration Program Mid-Atlantic Stream Restoration Conference, Rocky Gap, MD November 2011

City of Austin Stream Restoration Program Mid-Atlantic Stream Restoration Conference, Rocky Gap, MD November 2011 Welcome City of Austin Stream Restoration Program Mid-Atlantic Stream Restoration Conference, Rocky Gap, MD November 2011 Morgan Byars, P.E. City of Austin Watershed Protection Department Environmental

More information

CRMS Website Training

CRMS Website Training CRMS Website Training March 2013 http://www.lacoast.gov/crms Coastwide Reference Monitoring System - Wetlands CWPPRA Restoration Projects Congressionally funded in 1990 Multiple restoration techniques

More information

What is the most obvious difference between pipe flow and open channel flow????????????? (in terms of flow conditions and energy situation)

What is the most obvious difference between pipe flow and open channel flow????????????? (in terms of flow conditions and energy situation) OPEN CHANNEL FLOW 1 3 Question What is the most obvious difference between pipe flow and open channel flow????????????? (in terms of flow conditions and energy situation) Typical open channel shapes Figure

More information

Stream Restoration Making It Happen: The Restoring The Waters Project

Stream Restoration Making It Happen: The Restoring The Waters Project Stream Restoration Making It Happen: The Restoring The Waters Project STEPHEN FROST, Fairfield City Council ROD WIESE, Department of Land & Water Conservation BARBARA SCHAFFER, Schaffer Barnsley Landscape

More information

5.0 OVERVIEW OF FLOOD DAMAGE REDUCTION MEASURES

5.0 OVERVIEW OF FLOOD DAMAGE REDUCTION MEASURES 5.0 OVERVIEW OF FLOOD DAMAGE REDUCTION MEASURES Flood damage reduction consists of two basic techniques structural and non-structural. Structural methods modify the flood and take the flood away from people

More information

How To Check For Scour At A Bridge

How To Check For Scour At A Bridge Case Studies Bridge Scour Inspection and Repair Edward P. Foltyn, P.E. Senior Hydraulic Engineer ODOT Bridge Unit 2013 PNW Bridge Inspectors Conference April 2013 REFERENCES Stream Stability at Highway

More information

A Stream Restoration Case Study in the California Central Coast

A Stream Restoration Case Study in the California Central Coast International Erosion Control Association Annual Conference 2009, Reno, Nevada Case Study Technical Presentation A Stream Restoration Case Study in the California Central Coast Justin S. Rogers, P.E.,

More information

ROSE CREEK WATERSHED HYDROLOGIC, HYDRAULIC, SEDIMENT TRANSPORT, AND GEOMORPHIC ANALYSES TASK 1 EXISTING DATA AND INFORMATION SUMMARY REPORT BACKGROUND

ROSE CREEK WATERSHED HYDROLOGIC, HYDRAULIC, SEDIMENT TRANSPORT, AND GEOMORPHIC ANALYSES TASK 1 EXISTING DATA AND INFORMATION SUMMARY REPORT BACKGROUND ROSE CREEK WATERSHED HYDROLOGIC, HYDRAULIC, SEDIMENT TRANSPORT, AND GEOMORPHIC ANALYSES TASK 1 EXISTING DATA AND INFORMATION SUMMARY REPORT BACKGROUND The Rose Creek Watershed (RCW) consists of three planning

More information

STREAM NOTES To Aid in Securing Favorable Conditions of Water Flows

STREAM NOTES To Aid in Securing Favorable Conditions of Water Flows STREAM SYSTEMS TECHNOLOGY CENTER STREAM NOTES To Aid in Securing Favorable Conditions of Water Flows July 1997 Applying a Fluvial Geomorphic Classification System to Watershed Restoration Terry Benoit

More information

Environmental Case Study Decatur, Georgia, DeKalb County A Suburban Creek Resists Channelization

Environmental Case Study Decatur, Georgia, DeKalb County A Suburban Creek Resists Channelization Introduction A visual examination of Doolittle Creek in a highly developed suburban county in Georgia yielded telltale signs of a creek whose original streambed had been altered. Examination of official

More information

Proceedings of the Seventh Federal Interagency Sedimentation Conference, March 25 through 29, 2001, Reno, NV. Volume 1. Stream Restoration

Proceedings of the Seventh Federal Interagency Sedimentation Conference, March 25 through 29, 2001, Reno, NV. Volume 1. Stream Restoration Proceedings of the Seventh Federal Interagency Sedimentation Conference, March 25 through 29, 2001, Reno, NV Volume 1 II. Stream Restoration Stream Restoration Proceedings of the Seventh Federal Interagency

More information

Neversink River East Branch

Neversink River East Branch Neversink River East Branch Management Unit 10 Summary of Post-Flood Recommendations Intervention Level Full restoration of the stream reach including the eroding bank site between Station 38380 and Station

More information

What We Do: Wetlands, Wildlife Habitat & Flood Hazards in the Root River Watershed

What We Do: Wetlands, Wildlife Habitat & Flood Hazards in the Root River Watershed What We Do: Wetlands, Wildlife Habitat & Flood Hazards in the Root River Watershed presented by Ceil Strauss, State Floodplain Manager DNR Ecological & Water Resources 1 EWR Roles In Floodplains Regulatory:

More information

Guideline: Works that interfere with water in a watercourse watercourse diversions. September 2014

Guideline: Works that interfere with water in a watercourse watercourse diversions. September 2014 Guideline: Works that interfere with water in a watercourse watercourse diversions September 2014 This publication has been compiled by the Department of Natural Resources and Mines. State of Queensland,

More information

CHAPTER 3A Environmental Guidelines for STREAM CROSSING BY ALL-TERRAIN VEHICLES

CHAPTER 3A Environmental Guidelines for STREAM CROSSING BY ALL-TERRAIN VEHICLES GOVERNMENT OF NEWFOUNDLAND AND LABRADOR DEPARTMENT OF ENVIRONMENT AND LABOUR CHAPTER 3A Environmental Guidelines for STREAM CROSSING BY ALL-TERRAIN VEHICLES WATER RESOURCES MANAGEMENT DIVISION Water Investigations

More information

DELAWARE COUNTY STREAM CORRIDOR MANAGEMENT PROGRAM TWO-YEAR ACTION PLAN FOR THE WEST BRANCH DELAWARE RIVER CANNONSVILLE RESERVOIR BASIN

DELAWARE COUNTY STREAM CORRIDOR MANAGEMENT PROGRAM TWO-YEAR ACTION PLAN FOR THE WEST BRANCH DELAWARE RIVER CANNONSVILLE RESERVOIR BASIN DELAWARE COUNTY STREAM CORRIDOR MANAGEMENT PROGRAM TWO-YEAR ACTION PLAN FOR THE WEST BRANCH DELAWARE RIVER CANNONSVILLE RESERVOIR BASIN May 2011 - April 2013 1. Introduction 2. Recommendations Table of

More information

Floodplain Connectivity in Restoration Design

Floodplain Connectivity in Restoration Design Floodplain Connectivity in Restoration Design 2015 Symposium on Restoration in a Contaminated Environment: Lessons Learned and Challenges in Moving Forward Part II April 2015 Karin Boyd Applied Geomorphology,

More information

GLOSSARY OF TERMS CHAPTER 11 WORD DEFINITION SOURCE. Leopold

GLOSSARY OF TERMS CHAPTER 11 WORD DEFINITION SOURCE. Leopold CHAPTER 11 GLOSSARY OF TERMS Active Channel The channel that contains the discharge Leopold where channel maintenance is most effective, sediment are actively transported and deposited, and that are capable

More information

The answers to some of the following questions are separated into two major categories:

The answers to some of the following questions are separated into two major categories: Following the recent flooding events for Front Range communities in Colorado, property owners, communities, and the National Flood Insurance Program are being presented with some new challenges in the

More information

Monitoring the Benefits of Instream Habitat Diversity. Entiat River, Chelan County, Washington

Monitoring the Benefits of Instream Habitat Diversity. Entiat River, Chelan County, Washington Monitoring the Benefits of Instream Habitat Diversity Entiat River, Chelan County, Washington Bureau of Reclamation Bonneville Power Administration May 2013 This is an update of the report that first occurred

More information

Sediment Supply and the Upland-Stream Connection. Brian Bledsoe Department of Civil and Environmental Engineering Colorado State University

Sediment Supply and the Upland-Stream Connection. Brian Bledsoe Department of Civil and Environmental Engineering Colorado State University Sediment Supply and the Upland-Stream Connection Brian Bledsoe Department of Civil and Environmental Engineering Colorado State University Overview The sediment system (with an eye towards hillslope processes

More information

Ruby River Grayling - Gravel Spawning Beds Monitoring Report January 2008

Ruby River Grayling - Gravel Spawning Beds Monitoring Report January 2008 Ruby River Grayling - Gravel Spawning Beds Monitoring Report January 2008 In partnership with Montana Department of Fish, Wildlife, and Parks (FWP), American Wildlands, and Wildlife Forever, the Madison

More information

The Basics of Chapter 105 Waterways and Wetlands Permitting in PA

The Basics of Chapter 105 Waterways and Wetlands Permitting in PA The Basics of Chapter 105 Waterways and Wetlands Permitting in PA April 17, 2013 Goal To develop a basic understanding of PA Department of Environmental Protection (DEP) and US Army Corps of Engineers

More information

The Hydrologic Engineering Center Training Course on

The Hydrologic Engineering Center Training Course on The Hydrologic Engineering Center Training Course on SEDIMENT TRANSPORT ANALYSIS WITH HEC-RAS Davis, California Course Objectives This course is intended to prepare engineers to perform studies using various

More information

CHRISTOPHER B. BURKE ENGINEERING, LLC

CHRISTOPHER B. BURKE ENGINEERING, LLC CHRISTOPHER B. BURKE ENGINEERING, LLC Yellow River Sediment Control Evaluation Preliminary Engineering Report Starke County, Indiana Prepared For: 3-County Drainage Board February 2012 DRAFT YELLOW RIVER

More information

Data Quality Objectives and Quality Assurance Project

Data Quality Objectives and Quality Assurance Project Data Quality Objectives and Quality Assurance Project Plans Quality assurance (QA) Integrated system of management procedures and activities to verify that the QC system is operating within acceptable

More information

Hydrologic Modeling using HEC-HMS

Hydrologic Modeling using HEC-HMS Hydrologic Modeling using HEC-HMS Prepared by Venkatesh Merwade School of Civil Engineering, Purdue University vmerwade@purdue.edu April 2012 Introduction The intent of this exercise is to introduce you

More information

URBAN DRAINAGE CRITERIA

URBAN DRAINAGE CRITERIA URBAN DRAINAGE CRITERIA I. Introduction This division contains guidelines for drainage system design and establishes a policy for recognized and established engineering design of storm drain facilities

More information

Prepared By: Tom Parker Geum Environmental Consulting, Inc.

Prepared By: Tom Parker Geum Environmental Consulting, Inc. Prepared By: Tom Parker Geum Environmental Consulting, Inc. Topics covered: Definition of riparian and floodplain restoration Floodplain attributes as a basis for developing criteria for restoration designs

More information

Emergency Spillways (Sediment basins)

Emergency Spillways (Sediment basins) Emergency Spillways (Sediment basins) DRAINAGE CONTROL TECHNIQUE Low Gradient Velocity Control Short-Term Steep Gradient Channel Lining Medium-Long Term Outlet Control Soil Treatment Permanent [1] [1]

More information

The Mississippi River & Tributaries Project

The Mississippi River & Tributaries Project The Mississippi River & Tributaries Project The Mississippi River & Tributaries (MR&T) project was authorized by the 1928 Flood Control Act. Following the devastating 1927 flood, the nation was galvanized

More information

Travel Time. Computation of travel time and time of concentration. Factors affecting time of concentration. Surface roughness

Travel Time. Computation of travel time and time of concentration. Factors affecting time of concentration. Surface roughness 3 Chapter 3 of Concentration and Travel Time Time of Concentration and Travel Time Travel time ( T t ) is the time it takes water to travel from one location to another in a watershed. T t is a component

More information

Course Plan Day 1: Introduction and Overview Hydrology & Fluvial Geomorphology Day 2: Fieldwork on the Braid Burn Alan Jones

Course Plan Day 1: Introduction and Overview Hydrology & Fluvial Geomorphology Day 2: Fieldwork on the Braid Burn Alan Jones Course Plan Day 1: Introduction and Overview Hydrology & Fluvial Geomorphology Alan Jones E:mail: Alan.Jones@ed.ac.uk Water cycle Globally & Locally River shapes and forms River behaviour Closer look at

More information

CRS 610 Ventura County Flood Warning System Website

CRS 610 Ventura County Flood Warning System Website CRS 610 Ventura County Flood Warning System Website Purpose This document gives instructions and a description of the information available via the Ventura County Watershed Protection District s (VCWPD)

More information

JOB DESCRIPTION. GS-11 $46,006 - $59,801 Annual/Full Benefits GS-12 $55,138 - $71,679 Annual/Full Benefits

JOB DESCRIPTION. GS-11 $46,006 - $59,801 Annual/Full Benefits GS-12 $55,138 - $71,679 Annual/Full Benefits OPEN: CLOSE: OR UNTIL FILLED EXEMPT NON-EXEMPT_X_ JOB DESCRIPTION POSITION: RESPONSIBLE TO: SALARY: FLUVIAL GEOMORPHOLOGIST Senior Aquatics Biologist GS-11 $46,006 - $59,801 Annual/Full Benefits GS-12

More information

Post-Flood Assessment

Post-Flood Assessment Page 1 of 7 Post-Flood Assessment CHAPTER 4 AGENCY COORDINATION Agency coordination is an essential element for the operation of the flood management systems in the Central Valley. Due to the nature of

More information

Basic Hydrology. Time of Concentration Methodology

Basic Hydrology. Time of Concentration Methodology Basic Hydrology Time of Concentration Methodology By: Paul Schiariti, P.E., CPESC Mercer County Soil Conservation District What is the Time of Concentration? The time it takes for runoff to travel from

More information

Rational Method Hydrologic Calculations with Excel. Rational Method Hydrologic Calculations with Excel, Course #508. Presented by:

Rational Method Hydrologic Calculations with Excel. Rational Method Hydrologic Calculations with Excel, Course #508. Presented by: Rational Method Hydrologic Calculations with Excel, Course #508 Presented by: PDH Enterprises, LLC PO Box 942 Morrisville, NC 27560 www.pdhsite.com Calculation of peak storm water runoff rate from a drainage

More information

5.14 Floodplains and Drainage/Hydrology

5.14 Floodplains and Drainage/Hydrology I-70 East Final EIS 5.14 Floodplains and Drainage/Hydrology 5.14 Floodplains and Drainage/Hydrology This section discusses floodplain and drainage/hydrology resources and explains why they are important

More information

River Wensum Restoration Strategy Swanton Morley Restoration Scheme Reach 14a

River Wensum Restoration Strategy Swanton Morley Restoration Scheme Reach 14a River Wensum Restoration Strategy Swanton Morley Restoration Scheme Reach 14a At a glance River restoration benefits: Improved planform, channel cross-section, flow variation and sediment process. Improved

More information

Performing a Steady Flow Analysis

Performing a Steady Flow Analysis C H A P T E R 7 Performing a Steady Flow Analysis This chapter discusses how to calculate steady flow water surface profiles. The chapter is divided into two parts. The first part discusses how to enter

More information

CHAPTER 5 OPEN CHANNEL HYDROLOGY

CHAPTER 5 OPEN CHANNEL HYDROLOGY 5.4 Uniform Flow Calculations 5.4.1 Design Charts CHAPTER 5 OPEN CHANNEL HYDROLOGY Following is a discussion of the equations that can be used for the design and analysis of open channel flow. The Federal

More information

Evaluation of Open Channel Flow Equations. Introduction :

Evaluation of Open Channel Flow Equations. Introduction : Evaluation of Open Channel Flow Equations Introduction : Most common hydraulic equations for open channels relate the section averaged mean velocity (V) to hydraulic radius (R) and hydraulic gradient (S).

More information

LEAGUE NOTES ON APPROVED COMMUNITY WATER SUPPLY PLAN

LEAGUE NOTES ON APPROVED COMMUNITY WATER SUPPLY PLAN 1 AUGUST 2011 LEAGUE NOTES ON APPROVED COMMUNITY WATER SUPPLY PLAN KEY ELEMENTS OF THE PLAN: 1. Replace the existing unsafe Ragged Mountain dam with a new dam and raise the reservoir pool level initially

More information

COMPLIANCE REPORT MUDDY HOLLOW CULVERT REMOVAL FILE NUMBER 25358N

COMPLIANCE REPORT MUDDY HOLLOW CULVERT REMOVAL FILE NUMBER 25358N COMPLIANCE REPORT MUDDY HOLLOW CULVERT REMOVAL FILE NUMBER 25358N Submitted by the National Park Service Point Reyes National Seashore Point Reyes Station, California, 94956 Project Description: Muddy

More information

21. Soil and Water: Restoration

21. Soil and Water: Restoration 21. Soil and Water: Restoration Goal: Maintain and restore the biological, physical and chemical integrity of the Tongass National Forest waters. Objectives: Complete hydrologic condition assessments and

More information

BRIDGES ARE relatively expensive but often are

BRIDGES ARE relatively expensive but often are Chapter 10 Bridges Chapter 10 Bridges Bridg Bridges -- usually the best, but most expensive drainage crossing structure. Protect bridges against scour. BRIDGES ARE relatively expensive but often are the

More information

Index. protection. excavated drop inlet protection (Temporary) 6.50.1 6.51.1. Block and gravel inlet Protection (Temporary) 6.52.1

Index. protection. excavated drop inlet protection (Temporary) 6.50.1 6.51.1. Block and gravel inlet Protection (Temporary) 6.52.1 6 Index inlet protection excavated drop inlet protection (Temporary) 6.50.1 HARDWARE CLOTH AND GRAVEL INLET PROTECTION Block and gravel inlet Protection (Temporary) sod drop inlet protection ROCK DOUGHNUT

More information

Outlet stabilization structure

Outlet stabilization structure Overview of Sedimentation and Erosion Control Practices Practice no. 6.41 Outlet stabilization structure Erosion at the outlet of channels, culverts, and other structures is common, and can cause structural

More information

INFORMATION SHEET ORDER NO. R5-2011-XXXX TRIANGLE ROCK PRODUCTS, INC. FLORIN ROAD AGGREGATE PLANT SACRAMENTO COUNTY

INFORMATION SHEET ORDER NO. R5-2011-XXXX TRIANGLE ROCK PRODUCTS, INC. FLORIN ROAD AGGREGATE PLANT SACRAMENTO COUNTY ORDER NO. R5-2011-XXXX INFORMATION SHEET Background Triangle Rock, Inc. (Discharger) submitted a Report of Waste Discharge (RWD) on 23 August 2010. The Discharger is expanding the mining operations at

More information

Year 2 7-15-10 Post Restoration Monitoring Summary Rock Creek Project Monitoring and Analysis conducted by Bio-Surveys,LLC. Contact: strask@casco.

Year 2 7-15-10 Post Restoration Monitoring Summary Rock Creek Project Monitoring and Analysis conducted by Bio-Surveys,LLC. Contact: strask@casco. Year 2 7-15-10 Post Restoration Monitoring Summary Rock Creek Project Monitoring and Analysis conducted by Bio-Surveys,LLC. Contact: strask@casco.net Project Sponsors include: The City of Corvallis Oregon

More information

Gold Ray Dam Interagency Technical Team Meeting

Gold Ray Dam Interagency Technical Team Meeting Gold Ray Dam Interagency Technical Team Meeting Agenda Public Outreach, Funding, Monitoring EA/BA/Permit Updates Deconstruction Plans Fish Passage & Salvage Plan Hydraulic Modeling Next Steps Public Outreach,

More information

2011 Operations, Maintenance, Monitoring and Rehabilitation Plan

2011 Operations, Maintenance, Monitoring and Rehabilitation Plan State of Louisiana Coastal Protection and Restoration Authority of Louisiana 2011 Operations, Maintenance, Monitoring and Rehabilitation Plan for East Marsh Island Marsh Creation State Project Number TV-21

More information

Sharp-Crested Weirs for Open Channel Flow Measurement, Course #506. Presented by:

Sharp-Crested Weirs for Open Channel Flow Measurement, Course #506. Presented by: Sharp-Crested Weirs for Open Channel Flow Measurement, Course #506 Presented by: PDH Enterprises, LLC PO Box 942 Morrisville, NC 27560 www.pdhsite.com A weir is basically an obstruction in an open channel

More information

720 Contour Grading. General. References. Resources. Definitions

720 Contour Grading. General. References. Resources. Definitions 720 Contour Grading General Contour grading directs water to a desired point, prevents erosion, provides noise deflection, provides visual fit of the facility into the landscape, and protects desirable

More information

SIMULATION OF SEDIMENT TRANSPORT AND CHANNEL MORPHOLOGY CHANGE IN LARGE RIVER SYSTEMS. Stephen H. Scott 1 and Yafei Jia 2

SIMULATION OF SEDIMENT TRANSPORT AND CHANNEL MORPHOLOGY CHANGE IN LARGE RIVER SYSTEMS. Stephen H. Scott 1 and Yafei Jia 2 US-CHINA WORKSHOP ON ADVANCED COMPUTATIONAL MODELLING IN HYDROSCIENCE & ENGINEERING September 19-21, Oxford, Mississippi, USA SIMULATION OF SEDIMENT TRANSPORT AND CHANNEL MORPHOLOGY CHANGE IN LARGE RIVER

More information

Stream Monitoring at Tumacácori NHP

Stream Monitoring at Tumacácori NHP Stream Monitoring at Tumacácori NHP Santa Cruz River Researcher s Day Tucson Community Service Center March 27 2009 Presented by E.L.Gwilliam Overview why, what, where, when and how Stream Protocol Importance

More information

STORMWATER MANAGEMENT CHECKLIST

STORMWATER MANAGEMENT CHECKLIST STORMWATER MANAGEMENT CHECKLIST *This checklist must be completed and part of the Land Disturbing Permit submittal for review if the acreage disturbed is one (1) acre or more: I. SUPPORTING DATA Narrative

More information

THE POND-AND-PLUG TREATMENT FOR STREAM AND MEADOW RESTORATION: RESOURCE EFFECTS AND DESIGN CONSIDERATIONS

THE POND-AND-PLUG TREATMENT FOR STREAM AND MEADOW RESTORATION: RESOURCE EFFECTS AND DESIGN CONSIDERATIONS THE POND-AND-PLUG TREATMENT FOR STREAM AND MEADOW RESTORATION: RESOURCE EFFECTS AND DESIGN CONSIDERATIONS A Briefing Paper for Plumas National Forest Resource Specialists and Managers The Red Clover McReynolds

More information

NWS Flood Inundation Mapping Program

NWS Flood Inundation Mapping Program NWS Flood Inundation Mapping Program Carson River Floodplain Management Forum April 22, 2015 Mark Faucette, Senior Forecaster Hydrology Program Manager NOAA/NWS, WFO Reno, NV NWS Hydrologic Services Program

More information

1997-98 UPPER DESCHUTES R-EMAP TEMPERATURE SUMMARY

1997-98 UPPER DESCHUTES R-EMAP TEMPERATURE SUMMARY 1997-98 UPPER DESCHUTES R-EMAP TEMPERATURE SUMMARY Daria G. Mochan Oregon Department of Environmental Quality Laboratory Division Biomonitoring Section 1712 S.W. Eleventh Avenue Portland, Oregon 97201

More information

Appendix H Dredging and Stream Channel Restoration

Appendix H Dredging and Stream Channel Restoration Appendix H Dredging and Stream Channel Restoration Mankind s intrusion into the natural environment in West Virginia began in earnest following the Civil War when extractive industries and settlement all

More information

Polk Commerce Centre CRA Spine Road Alignment Study

Polk Commerce Centre CRA Spine Road Alignment Study Polk Commerce Centre CRA Spine Road Alignment Study Florida Polytech Pace Road (LIMIT) Berkley Road Williams DRI Proposed Alignment Polk Commerce Centre CRA Boundary Braddock Road (LIMIT) Lake Myrtle Sports

More information

High Definition Stream Surveys of Choccolocco and Cheaha Creeks, AL 2015

High Definition Stream Surveys of Choccolocco and Cheaha Creeks, AL 2015 High Definition Stream Surveys of Choccolocco and Cheaha Creeks, AL 2015 February 2016 Submitted by: Brett Connell and James Parham, Ph.D. TruttaConsulting@gmail.com www.truttaconsulting.com Table of Contents

More information

3. The submittal shall include a proposed scope of work to confirm the provided project description;

3. The submittal shall include a proposed scope of work to confirm the provided project description; QIN Shoreline Master Program Project Summary The Shoreline Master Program (SMP) development process for the Quinault Indian Nation (QIN) includes the completion of inventory and analysis report with corresponding

More information

Post-Flood Emergency Stream Intervention. After repairs. Training Manual

Post-Flood Emergency Stream Intervention. After repairs. Training Manual Post-Flood Emergency Stream Intervention Before repairs After repairs Training Manual Originally prepared by: Delaware County Soil and Water Conservation District Delaware County Planning Department In

More information

IUCN Guidelines to Avoid Impacts of Water Resources Projects on Dams and Other Water Infrastructure

IUCN Guidelines to Avoid Impacts of Water Resources Projects on Dams and Other Water Infrastructure IUCN Guidelines to Avoid Impacts of Water Resources Projects on Dams and Other Water Infrastructure (December 2013) IUCN does not engage in projects which involve the design, construction or rehabilitation

More information

Open Channel Flow. M. Siavashi. School of Mechanical Engineering Iran University of Science and Technology

Open Channel Flow. M. Siavashi. School of Mechanical Engineering Iran University of Science and Technology M. Siavashi School of Mechanical Engineering Iran University of Science and Technology W ebpage: webpages.iust.ac.ir/msiavashi Email: msiavashi@iust.ac.ir Landline: +98 21 77240391 Fall 2013 Introduction

More information

Autodesk Solutions for Environmental Engineering. Engineering a better environment

Autodesk Solutions for Environmental Engineering. Engineering a better environment Autodesk Solutions for Environmental Engineering Engineering a better environment Better Engineering, Faster Design and deliver environmental engineering projects better, faster, and more economically.

More information