Sediment Transport in Stream Assessment and Design July 31 August 4, Logan, Utah

Similar documents
Field Observations and One-Dimensional Flow Modeling of Summit Creek in Mack Park, Smithfield, Utah

Sediment Transport & Channel Design

Sediment Transport Analysis for Stream Restoration Design: The Good, the Bad, and the Ugly.

Do you think sediment transport is a concern?

SCOPE OF PRESENTATION STREAM DYNAMICS, CHANNEL RESTORATION PLANS, & SEDIMENT TRANSPORT ANALYSES IN RELATION TO RESTORATION PLANS

Hydrologic Analysis for Ecosystem Restoration

Tom Ballestero University of New Hampshire. 1 May 2013

THE UNIVERSITY of TORONTO at SCARBOROUGH January, 2010 Department of Physical & Environmental Sciences

Geomorphology Geology 450/750 Spring Fluvial Processes Project Analysis of Redwood Creek Field Data Due Wednesday, May 26

PENNSYLVANIA DEPARTMENT OF TRANSPORTATION ENGINEERING DISTRICT 3-0

Perspectives on river restoration science, geomorphic processes, and channel stability

CWMS Modeling for Real-Time Water Management

Environmental Science EES B02H3 PRINCIPLES OF GEOMORPHOLOGY

Hydrologic Engineering Applications of Geographic Information Systems

Technical Memorandum No

SYLLABUS, GEO 432/532 APPLIED GEOMORPHOLOGY

Diego Burgos. Geology 394. Advisors: Dr. Prestegaard. Phillip Goodling

Session C1 - Applying the Stream Functions Pyramid to Geomorphic Assessments and Restoration Design

The River Restoration Centre therrc.co.uk. Understanding Fluvial Processes: supporting River Restoration. Dr Jenny Mant

Module 5. Lecture 3: Channel routing methods

Closing a sediment budget for a reconfigured reach of the Provo River, Utah, United States

Technical Memorandum No Sediment Model

APPROACH TO THE SPANISH WATER ORGANISATION IMPROVING FLOOD HAZARD MAPPING, LAWS AND AUTHORITIES COORDINATION

STREAM RESTORATION AWRA Summer Specialty Conference, GIS and Water Resources IX

Summary of Hydraulic and Sediment-transport. Analysis of Residual Sediment: Alternatives for the San Clemente Dam Removal/Retrofit Project,

Dealing with Zone A Flood Zones. Topics of Discussion. What is a Zone A Floodplain?

!"#$%&&'()*+#$%(,-./0*)%(!

HEC-RAS Reservoir Transport Simulation of Three Reservoirs in the Lower Susquehanna River Basin. Mike Langland and Ed Koerkle

Coastal and Hydraulics Laboratory

LOMR SUBMITTAL LOWER NEHALEM RIVER TILLAMOOK COUNTY, OREGON

The Hydrologic Cycle STREAM SYSTEMS. Earth s Water and the Hydrologic Cycle. The Hydrologic Cycle. Hydrologic Cycle

Session 1 Healthy Streams Stream Hydraulics Natural Channel Design

RESTORATION DESIGN FOR REROUTED WATERCOURSES

SEDIMENT TRANSPORT ANALYSIS FOR SECURING WATER (CASE STUDY : UPPER JENEBERANG RIVER)

Case Studies in River Management

Technical Memorandum. To: From: Copies: Date: 10/19/2017. Subject: Project No.: Greg Laird, Courtney Moore. Kevin Pilgrim and Travis Stroth

Friar Foundations Program Week 1: July 2nd through July 8th

APPENDIX B Hydraulic Considerations for Pipeline Crossings of Stream Channels

Upper Truckee River Restoration Lake Tahoe, California Presented by Brendan Belby Sacramento, California

OBJECTIVES. Fluvial Geomorphology? STREAM CLASSIFICATION & RIVER ASSESSMENT

Case Study 2: Twenty-mile Creek Rock Fords

Swift Creek Sediment Management Action Plan (SCSMAP)

Avoiding Geohazards in the Mid-Atlantic Highlands by Using Natural Stream Principles

Each basin is surrounded & defined by a drainage divide (high point from which water flows away) Channel initiation

Mississippi River West Bay Diversion Geomorphic Assessment and 1-D Modeling Plan

Vermont River Sensitivity Coarse Screen

CASE STUDIES. Introduction

Wetland & Floodplain Functional Assessments and Mapping To Protect and Restore Riverine Systems in Vermont. Mike Kline and Laura Lapierre Vermont DEC

16 AUGUST (Monday) Glacial Sediment

GD3.3/GM3.3/GMPV16/TS4.7

EXAMPLES (SEDIMENT TRANSPORT) AUTUMN 2018

3/3/2013. The hydro cycle water returns from the sea. All "toilet to tap." Introduction to Environmental Geology, 5e

ARTICLE 5 (PART 2) DETENTION VOLUME EXAMPLE PROBLEMS

Stream Geomorphology. Leslie A. Morrissey UVM July 25, 2012

UPPER COSUMNES RIVER FLOOD MAPPING

EFFICIENCY OF THE INTEGRATED RESERVOIR OPERATION FOR FLOOD CONTROL IN THE UPPER TONE RIVER OF JAPAN CONSIDERING SPATIAL DISTRIBUTION OF RAINFALL

Floodplain modeling. Ovidius University of Constanta (P4) Romania & Technological Educational Institute of Serres, Greece

LOMR SUBMITTAL LOWER NESTUCCA RIVER TILLAMOOK COUNTY, OREGON

Lidar data in water resources applications. Paola Passalacqua CE 374K Lecture, April 5 th, 2012

May 7, Roger Leventhal, P.E. Marin County Public Works Laurel Collins Watershed Sciences

CR AAO Bridge. Dead River Flood & Natural Channel Design. Mitch Koetje Water Resources Division UP District

7.3 Sediment Delivery Analysis

Chapter 1 The Rain Gauge

D. MATHEMATICAL MODEL AND SIMULATION

Licca Liber - the free Lech

Lecture Outlines PowerPoint. Chapter 5 Earth Science 11e Tarbuck/Lutgens

Mangyeong River Hydraulic Modeling Analysis

Restoration Modeling Analysis for Abandoned Channels of the Mangyeong River

A STUDY ON DEBRIS FLOW DEPOSITION BY THE ARRANGEMENT OF SABO DAM

Evaluation of Scour Depth around Bridge Piers with Various Geometrical Shapes

Stream Entrainment, Erosion, Transportation & Deposition

Texas A & M University and U.S. Bureau of Reclamation Hydrologic Modeling Inventory Model Description Form

Numerical modeling of sediment flushing from Lewis and Clark Lake

Streams. Stream Water Flow

WELCOME Lake Wabukayne OPEN HOUSE

Channel-Forming Discharge

AASHTO Extreme Weather Events Symposium Vermont s Road and Rivers - Managing for the Future

Analysis of coarse sediment connectivity in semiarid river channels

U.S. Army Corps of Engineers Detroit District. Boardman River SIAM Modeling Base-case Scenario

A TIPPING-BUCKET SEDIMENT TRAP FOR CONTINUOUS MONITORING OF SEDIMENT DEPOSITION RATE

INFLOW DESIGN FLOOD CONTROL SYSTEM PLAN 40 C.F.R. PART PLANT YATES ASH POND 2 (AP-2) GEORGIA POWER COMPANY

Restoration Goals TFG Meeting. Agenda

Fluvial Geomorphology

EFFECTS OF RIPARIAN RETENTION (IN WATERSHEDS) ON ALLUVIAL FANS

California OES Atmospheric River Events Weather Threat Briefing

Working with Natural Stream Systems

Stream Restoration and Environmental River Mechanics. Objectives. Pierre Y. Julien. 1. Peligre Dam in Haiti (deforestation)

INTRODUCTION TO HEC-HMS

Modeling Post-Development Runoff and Channel Impacts from Hydromodification: Practical Tools for Hydromodification Assessment

Vermont Stream Geomorphic Assessment. Appendix E. River Corridor Delineation Process. VT Agency of Natural Resources. April, E0 - April, 2004

Water Resources Systems Prof. P. P. Mujumdar Department of Civil Engineering Indian Institute of Science, Bangalore

Remaining Capacity in Great Lakes Reservoirs

Coarse Sediment Augmentation on Regulated Rivers. Scott McBain McBain & Trush, Inc.

CHAPTER 07 CANAL DESIGN

Hydraulic and Sediment Transport Modeling Strategy

California OES Weather Threat Briefing

YELLOWSTONE RIVER FLOOD STUDY REPORT TEXT

What discharge (cfs) is required to entrain the D 84 (84 th percentile of sediment size distribution) in Red Canyon Wash?

Homework 10. Logan Dry Canyon Detention Basin Design Case Study Date: 4/14/14 Due: 4/25/14

ENGINEERING HYDROLOGY

Transcription:

DEPARTMENT OF WATERSHED SCIENCES Sediment Transport in Stream Assessment and Design July 31 August 4, Logan, Utah This course is intended for those who wish to understand and apply the principles of sediment transport to alluvial channel assessment and design. Principles of open channel flow and sediment transport are combined with watershed-scale, hydrologic and sediment source analysis to place channel assessment and design in the appropriate context. Threshold and alluvial channel design methods are presented along with guidelines for assessing and incorporating uncertainty. The course balances advance reading, lecture, field work, and handson exercises for estimating sediment supply, calculating sediment transport rates, and forecasting channel response to water and sediment supply. This course is intended for participants who are familiar with basic principles of river geomorphology.

Agency 4 Industry 6 Student 4 Geomorphologist 8 Biologist 1 Civil Engineering 6

Cache Valley Heber Valley

Cache Valley (Monday Thursday) Summit Ck (Tuesday) Merrill Cazier Library (Thursday) Logan R (Wednesday) Logan R (Monday)

Heber Valley (Friday) Provo R (Friday) G G

Exit Strategy (Friday) Logan SLC

Given: Flow duration Upstream sediment supply Objective of a dynamic channel supporting a trout population With: Start and finish points & existing topography Use: Spreadsheet tools HEC RAS To Develop: Channel layout and geometry to transport supplied sediment with available flow 1 d hydraulic model of design to contain design discharge Sediment mass balance for channel dynamics

What is the supply of water and sediment? What is the supply of water and sediment to a stream & what do you want to do with it? I. How often does sediment move? Discharge Q Bed material D Channel Geometry Hydraulics Incipient Motion II. What is the sediment balance? Discharge Q Sediment Supply Q s & D Channel Geometry Flow COMpetence Transport CAPacity vs Sediment Supply Hydraulics Transport Capacity Q s & D Input + Storage = Output Surplus or Deficit? Stored sediment is the real geomorphic and restoration topic! What do you want to do with it?

Estimate sediment sources, sinks, flux Build 1d flow model Assess critical discharge for incipient motion Estimate transport rates & evaluate channel change Design channel to transport sediment supply & maintain dynamics

Design steps 1. Develop flood series, specify flood frequency Design Q. 2. Estimate sediment supply: develop supply sediment rating curve [Monday, Wednesday] 3. Planning phase: What slope S will transport the sediment supply with the available flow? Calculate (b, S) combination {S and valley slope determine sinuosity} [Thursday] 4. Develop flow duration curve 5. Design phase: Develop trial design, w/ desired channel geometry &composition. Use 1-d model to route sediment through the design reach over the flow duration curve. {Build 1-d hydraulic model for trial design. Calculate cumulative transport over flow duration curve at each section; evaluate sediment continuity.} [Tuesday, Thursday] Slope 0.012 0.01 0.008 0.006 0.004 0.002 0 Transport Rate (tons/day) Discharge 1 = 15.0 Discharge 2 = 25.0 1000 100 10 River RD Midway Casperville Does not include transport samples <200g for the >16mm size class No meaasured transport in this size range at White Bridge 1 100 1000 10000 Discharge (cfs) Slope Case 1 Slope Case 2 Depth Case 1 Depth Case 2 > 16 mm Sed Supply 1 = 954 kg/hr Sed Supply 2 = 2862 kg/hr 0 0 5 10 15 20 Channel Width (m) 3.5 3 2.5 2 1.5 1 0.5 Depth (m) 6. Bottlenecks or blowouts? Adjust for sediment continuity [Thursday]

Materials pdf color slides of presentations Paper print of some presentation slides Paper copies of field assignments Electronic copies of assignments, spreadsheets, readings https://qcnr.usu.edu/courses/sed_materials Wireless Find Bluezone Sponsored Access Sponsor Code: nebixugu (Group Name: Sediment Workshop)

Depart MTW: NR Parking Lot Dinner Wed: NR Atrium Workshop 101 Merrill Cazier Library Tyler Allred 801 358 1868 Patrick Belmont 435 265 5393 Peter Wilcock 443 564 6253 Dinner Mon 7p: 1624 Sunset Dr

Golf Course Golf Course Dinner Mon 7p: 1624 Sunset Dr 20 min walk from campus 443 564 6253

Friday Morning I 80 Exit 146, US 40 toward Heber, Vernal, Provo Pass Jordanelle Reservoir on left, head down into Heber Valley Right at first stop light, onto River Road Right into Provo River Restoration Project Office PRRP Office