Table C.2 Modified Cowan method for determining channel roughness Manning s n = (n b + n 1 + n 2 + n 3 + n 4) m

Similar documents
3. Design Procedures. Design Procedures. Introduction

CHAPTER 5 OPEN CHANNEL HYDROLOGY

Basic Hydrology. Time of Concentration Methodology

Rural Flooding: The Potential Role of Forestry

Prepared By: Tom Parker Geum Environmental Consulting, Inc.

How To Plan A Buffer Zone

Neversink River East Branch

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

Open Channel Flow in Aquaculture

Floodplain Connectivity in Restoration Design

Crossing creeks Stream crossings on farms

BRIDGES ARE relatively expensive but often are

RIPRAP From Massachusetts Erosion and Sediment Control Guidelines for Urban and Suburban Areas

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

PRIVATE TREATMENT CONTROL BMP OPERATION AND MAINTENANCE VERIFICATION FORM BIORETENTION FACILITIES, VEGETATED SWALES & HIGHER RATE BIOFILTERS

2.0 BASIC CONCEPTS OF OPEN CHANNEL FLOW MEASUREMENT

Seattle Public Utilities. Natural Drainage Systems (NDS) Maintenance Manual

Channel Stabilization with Basic Flow Calculations

Prattsville Berm Removal Project. 1.0 Project Location

Stream Restoration Making It Happen: The Restoring The Waters Project

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

The Teton Creek Restoration Project Summary:

Emergency Spillways (Sediment basins)

1.7.0 Floodplain Modification Criteria

GLOSSARY OF TERMS CHAPTER 11 WORD DEFINITION SOURCE. Leopold

SECTION SITE PREPARATION

Chapter 9. Steady Flow in Open channels

CITY UTILITIES DESIGN STANDARDS MANUAL

GREEN INFRASTRUCTURE DESIGNS BIOSWALE/HYBRID DITCH

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

How To Check For Scour At A Bridge

Evaluation of Open Channel Flow Equations. Introduction :

Various options are discussed below.these low cost, low impact interventions can also be applied as general erosion control methods.

Topic 8: Open Channel Flow

Experiment (13): Flow channel

The students will be working in and alongside the stream, so safety is a consideration. Suitable sites should have the following characteristics:

Waterway Technote Drains

Post-Wildfire Clean-Up and Response in Houston Toad Habitat Best Management Practices

GUIDELINES FOR SOIL FILTER MEDIA IN BIORETENTION SYSTEMS (Version 2.01) March 2008

Habitat of rivers and creeks

SUSTAINABLE URBAN DRAINAGE SYSTEMS

EMERGENCY HOME PROTECTION. Homeowner's Guide for Emergency Flood Control. Contents INTRODUCTION

Riprap-lined Swale (RS)

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

Sand and Silt Removal from Salmonid Streams

Design of open channel

SCHEDULE 2 TO THE DEVELOPMENT PLAN OVERLAY Shown on the planning scheme map as DPO2 WAVERLEY GOLF COURSE, LYSTERFIELD VALLEY

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

2015 AVAGO 2D SEISMIC SURVEY ENVIRONMENTAL MANAGEMENT PLAN SUMMARY

WONDERFUL, WATERFUL WETLANDS

RainScapes. Runoff/Erosion: RainScapes for Schools Environmental Report Card. Excess runoff will affect these indicators of Bay health:

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

Proceeding of International Seminar on Application of Science Matehmatics 2011 (ISASM2011) PWTC, KL, Nov, 1-3, 2011

A guide to preventing structural damage

Underground Injection Control Storm Water Information

Outlet stabilization structure

Are My. Pine Trees. Ready To Thin?

River Wensum Restoration Strategy Swanton Morley Restoration Scheme Reach 14a

Your Defensible Space Slideshow

WEATHERING, EROSION, AND DEPOSITION PRACTICE TEST. Which graph best shows the relative stream velocities across the stream from A to B?

Small Dam Hazard Assessment Inventory

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

Basic Soil Erosion and Types

Angora Fire Restoration Activities June 24, Presented by: Judy Clot Forest Health Enhancement Program

The Manitoba Water Services Board SECTION Standard Construction Specifications PIPE EXCAVATION, BEDDING AND BACKFILL Page 1 of 11

Open Channel Flow 2F-2. A. Introduction. B. Definitions. Design Manual Chapter 2 - Stormwater 2F - Open Channel Flow

A perforated conduit such as pipe, tubing or tile installed beneath the ground to intercept and convey ground water. or structures.

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

Appendix C. Project Opportunities. Middle Twisp River (RM )

Lisgar District Basement Water Infiltration Investigation Answers to Residents Written Questions Received by Councillors Ward 10 Office

THE OBJECTIVES OF ROUTINE ROAD CUTS AND FILLS

Position: HEAVY EQUIPMENT OPERATOR Classification: 3 Highway Personnel Member B & C

APPENDIX F. RESIDENTIAL WATER QUALITY PLAN: ALLOWABLE BMP OPTIONS

Final Report. Dixie Creek Restoration Project. Funded by Plumas Watershed Forum

1 SEEDLING QUALITY. Seedling quality

CHAPTER 2 HYDRAULICS OF SEWERS

Two Main Precautions Before You Begin Working

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

REQUEST FOR PROPOSAL LANDSCAPING AND LAWN MAINTENANCE FIRE DISTRICT NO. 3 TOWNSHIP OF HAMILTON MERCER COUNTY

TOOLS FOR SELF RELIANCE REFURBISHING SHEET No 2. Registered Charity No Saws for Woodworking

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

Raised beds page. What are the benefits of raised beds? What are the difficulties with raised beds?

SECTION EARTH MOVING

EPR Exempt Flood Risk Activities: descriptions and conditions

Module 112. Open Channel Hydraulics.EDC National Employee Development Center. Engineering Hydrology Training Series

o d Propagation and Moon Planting Fact Sheet

Overview of Reclamation of Lands Disturbed by Mining for Heavy Minerals in OZ and USA. Heavy Mineral Sands

How To Prepare A Geotechnical Study For A Trunk Sewer Project In Lincoln, Nebraska

GUIDELINE FOR HAND HELD SHEAR VANE TEST

AUSTRALIAN PAVING CENTRE

VOLUME AND SURFACE AREAS OF SOLIDS

Flash Flood Science. Chapter 2. What Is in This Chapter? Flash Flood Processes

SCOPE OF WORK Specifications for Landscaping, Lawn Maintenance & Pest Control

GRI-GT13(a) Specification Geotextile Separation for Roadways (ASTM Test Method Based)

WATER RESOURCES ENGINEERING DESIGN LANDSCAPE ECOLOGY AND RIVER RESTORATION.

Transcription:

Manning s Roughness Table C.2 Modified Cowan method for determining channel roughness Manning s n = (n b + n 1 + n 2 + n 3 + n 4) m Channel condition n and m Description values Channel material Earth 0.020 Clay-based channels. (n b ) Bed rock 0.025 Channels cut into bed rock. Sand fine gravel 0.024* Sandy creeks. Coarse gravel 0.026 Gravel-based creeks (otherwise use Eqn C.1). Degree of Smooth 0.0 Smooth channel. irregularity (n 1 ) Minor 0.001 0.005 Excavated channels in good condition. Moderate 0.006 0.010 Channels with considerable bed roughness and some bank erosion. Severe 0.011 0.020* Natural channels: pools and riffles, exposed tree roots, boulders, and/or irregular banks. Variation in Uniform 0.0 Near-uniform channel section. channel Gradual 0.001 0.005* Large and small cross sections alternate occasionally cross section (eg. typical NCD n 2 = 0.003). (n 2 ) Severe 0.010 0.015 Large and small cross sections alternate frequently (eg. a significant pool-riffle system). Effect of Negligible 0.0 0.004 A few scattered obstructions (boulders, trees, logs) obstructions that occupy less than 5% of the channel. (n 3 ) Minor 0.005 0.015* Obstructions occupy 5 15% of the channel and the obstructions are generally isolated. excluding Appreciable 0.020 0.030 Obstructions occupy 15 50% of the channel. vegetation Severe 0.040 0.050 Obstructions occupy more than 50% of the channel (eg. severe debris collection). Amount of Small 0.002 0.010 Grasses and/or weeds with the flow at least three vegetation times the height of the vegetation. (n 4 ) Medium 0.010 0.025* Grass and/or weeds with the flow one to two times the height of the vegetation; or reeds or tree seedlings Consideration growing with the flow two to three time the vegetation should be given height; or minor bed vegetation with medium bank to the obstruction vegetation. caused by Large 0.025 0.050 Grasses and/or weeds with flow depth equal to vegetation vegetation height; or weedy beds with thick bank vegetation; or relative to moderate shrub growth across the bed and banks. channel width Very Large 0.050 0.100 Grass and/or weeds more than twice the height of flow and depth depth; or dense, strong reed growth; or significant shrub growth within the channel; or significant inflexible vegetation within channel. Degree of Minor 1.00 Channel sinuosity is 1.0 to 1.2 channel Appreciable 1.15* Channel sinuosity is 1.2 to 1.5 meandering Severe 1.30 Channel sinuosity is greater than 1.5 (m) or; m = 0.57 + 0.43 (Sinuosity), but 1.30 (*) Typical NCD channel roughness n = (0.024 + 0.003 + 0.012 + 0.005 + 0.015) 1.15 = 0.068 142

APPENDIX C Table C.3 Manning s n for a watercourse floodplain Minimum Normal Maximum Description A. Pasture, no brush 0.025 0.030 0.030 Short grass use design charts for grass 0.035 0.035 0.050 High grass use design charts for grass B. Cultivated areas C. Brush 0.020 0.030 0.030 No crop 0.040 0.040 0.050 Mature crop 0.035 0.040 0.070 Scattered brush, heavy weeds 0.050 0.060 0.100 Light brush and trees 0.070 0.080 0.160 Medium to dense brush D. Trees (also refer to Table C.5) 0.080 0.100 0.110 Heavy stand of timber, a few fallen trees, little undergrowth, tree branches above flood level. 0.100 0.120 0.150 As above, but with tree branches below flood level. 0.120 0.160 0.200 Dense tree cover 143

Manning s Roughness Table C.4 Modified Cowan method for floodplain roughness Manning s n = (n b + n 1 + n 2 + n 3 + n 4) m Floodplain condition n and m Description values Floodplain Earth 0.020* Clay-based soil. material Bed rock 0.025 Smooth, flat rock floodplains. (n b ) Sand 0.024 Sandy soils. Gravel 0.026 Gravel-based soils (otherwise use Eqn C.1) Degree of Smooth 0.0 Smooth, flat, floodplains. irregularity Minor 0.001 0.005 Slightly irregular shape. A few rises and dips. (n 1 ) Moderate 0.006 0.010* Regular rises and dips. Severe 0.011 0.020 Very irregular floodplains. Pasture furrows perpendicular to the flow. Variation in floodplain 0 Not applicable. cross section (n 2 ) Effect of Negligible 0.0 0.004 A few scattered obstructions (debris, stumps, logs, boulders) obstructions occupying less than 5% of the floodplain flow area. (n 3 ) Minor 0.005 0.015* Obstructions occupy 5 15% of the flow area. excluding Appreciable 0.020 0.030 Obstructions occupy 15 50% of the flow area. vegetation Amount of Small 0.002 0.010 Grasses and/or weeds with the flow at least twice vegetation the height of the vegetation. (n 4 ) Medium 0.010 0.025 Grass and/or weeds with the flow one to two times the Consideration height of the vegetation; or tree seedlings growing should be with the flow two to three time the vegetation height. given to the Large 0.025 0.050 Grasses and/or weeds with flow depth equal to vegetation obstruction height, or irregular shrub growth across the floodplain. caused by Very large 0.050 0.100* Grass and/or weeds more than twice the height of vegetation flow depth; or significant shrub growth, woody weeds, relative to or other inflexible vegetation growing across the floodplain. the depth of flow. Extreme 0.100 0.200 Dense bushy shrub growth, or heavy stands of trees with understorey vegetation and a few fallen trees, or a heavy stand of trees with branches below flood level. Floodplain meander 1 Not applicable. (m) (*) Example calculation: n = (0.020 + 0.008 + 0.0 + 0.012 + 0.090) 1.0 = 0.130 144

APPENDIX C Table C.5 Floodplain revegetation density guidelines for various Manning s n roughness values Manning s n Description 0.03 Short grass with the water depth >> grass height. 0.04 Short grass with water depth >> grass height on a slightly irregular earth surface. Trees at 10 metre spacing, area is easy to mow. 0.05 Long grass on an irregular (bumpy) surface with few trees. Irregular ground could make grass cutting difficult. Alternatively, trees at 8 metre spacing on an even, well-grassed surface, no shrubs, no low branches. 0.06 Long grass, trees at 6 metre spacing, few shrubs. The vegetation is easy to walk through. Area not mowed, but regular maintenance is required to remove weeds and debris. 0.07 Trees at 5 metre spacing, no low branches, few shrubs, walking may be difficult in some areas. 0.08 Trees at 4 metre spacing, some low branches, few shrubs, few restrictions to walking. 0.09 Trees at 3 metre spacing, weeds and long grasses may exist in some locations. Walking becomes difficult due to fallen branches and woody debris. 0.10 Trees at 2 metre spacing, low branches, regular shrubs, no vines. Canopy cover possibly shades weeds and it is difficult to walk through. 0.12 Trees at 1.5 metre spacing with some low branches, a few shrubs. Slow to walk through. 0.15 Trees and shrubs at 1 metre spacing, some vines, low branches, fallen trees, difficult and slow to walk through. Alternatively, a continuous coverage of woody weeds with sparse leaves and no vines. 0.20 Trees and shrubs at 1 metre spacing plus thick vine cover at flood level and fallen trees. Very difficult to walk through. Alternatively, a continuous coverage of healthy shrubs and woody weeds from ground level to above flood level. 145

Manning s Roughness Photo C1 Straight, excavated, tidal channel. Bed: n = 0.02 Banks: n = 0.06 Bankfull: n = 0.024 Photo C2 Slight meandering, regular cross section, well maintained grass channel. Bankfull: n = 0.028 Photo C3 Mown grass channel, regular cross section, slight meander. Bankfull: n = 0.028 (clean) n = 0.030 (some shrubs) 146

APPENDIX C Photo C4 Regular cross section, slight meandering, mown overbanks. Bankfull: n = 0.04 Overbank grass: n = 0.03 (shallow flow depth assumed) Photo C5 Mown grass banks, unmaintained wetland plants on bed, regular cross section, very slight meander. Bed: Manning s n is variable depending on flow depth. Bankfull components: bed n = 0.035 bank n = 0.030 resulting in a bankfull n =0.035 Photo C6 Canopy trees in early stages of growth, straight, regular channel. Bankfull: n = 0.04 Overbank: n = 0.15 147

Manning s Roughness Photo C7 Rock size approx. 300 mm, this results in a Manning s n = 0.034 assuming deep water flow. Bed: n =0.04 Photo C8 Deep channel, irregular cross section, meandering channel. Bankfull: n = 0.045 Photo C9 Near straight channel, full canopy cover with few weeds, pool-riffle system, shallow pools with boulders. Bed: n = 0.045 Bank: n = 0.09 148

APPENDIX C Photo C10 Pool-riffle bed system, meandering channel, thick shrub growth on banks, deep pools. Bed: n = 0.04 Left bank: n = 0.06 Right bank: n = 0.20 Bankfull: n = 0.06 Photo C11 Channel vegetation in early growth stage, gradual bends, regular cross section, deep water, pool-riffle system. Bankfull (existing): n = 0.04 Long-term (full vegetation) bed: n = 0.05 banks: n = 0.15 Photo C12 Irregular, meandering, constructed channel with boulders. Bankfull: n = 0.05 Bank vegetation: n = 0.15 149

Manning s Roughness Photo C13 Irregular channel with meanders and woody debris (logs). Bankfull: n = 0.05 Overbank: n = 0.10 Photo C14 Bed is a combination of thick, flexible vegetation and open rock pools and riffles. banks have sparse trees and woody shrubs. Irregular channel shape with slight meandering. Bed: n = 0.06 Bank: n = 0.12 Bankfull: n = 0.07 Photo C15 Weedy channel passing through a long grass floodplain. Irregular channel cross section with some meanders. Bankfull: n = 0.08 (assuming low velocity and shallow depth that will not flatten reeds) Overbank: n = 0.03 to 0.10 (depends on flow depth and velocity) 150

APPENDIX C Photo C16 Irregular mountain creek with flexible understorey plants, few vines or woody shrubs. Bankfull: n = 0.10 to 0.12 Photo C17 Overbank vegetation at approximately 8 metre spacing with no shrubs. Overbank: n = 0.05 Photo C18 Overbank vegetation consists of tall truck trees, no low branches or shrubs. Tree spacing of approx. 8 metres. Overbank: n = 0.05 151

Manning s Roughness Photo C19 Irregular channel with meanders. Channel: n = 0.04 to 0.05 depending on channel irregularity and debris content. Overbank area consists of single truck trees with no low branches or shrubs. LHS (5 m spacing): n = 0.055 RHS (6-7 m spacing): n = 0.05 Photo C20 Trees at approx. 5 metre spacing, no low branches. Overbank: n = 0.055 Photo C21 Irregular natural channel and wetland system with many weeds. Overbank: n = 0.06 152

153 Natural Channel Design Guidelines

154

Brisbane City Council Information GPO Box 1434 Brisbane Qld 4001 www.brisbane.qld.gov.au Printed on recycled paper K2000-452 For more information please telephone Brisbane City Council on (07) 3403 8888