3-D Stream Restoration Design, Monitoring and Beyond - PowerPoint PPT Presentation

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3-D Stream Restoration Design, Monitoring and Beyond

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... and run simulation again. ... Build Surfaces Eagle Point Surv-CAD Geo-Pak Land Desktop Autodesk Civil Series RiverMorph ? HEC-RAS ? 3-D Construction ? – PowerPoint PPT presentation

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Title: 3-D Stream Restoration Design, Monitoring and Beyond


1
3-D Stream Restoration Design, Monitoring and
Beyond
  • David Bidelspach, PE - Stantec Consulting
  • Greg Jennings, PE NCSU BAE
  • Dan Clinton, PE Town of Cary
  • Barbara Doll, PE NC Sea Grant

2
We are living in a 3-D World
  • DESIGN
  • MODELING
  • RE-DESIGN Design Iterations
  • CONSTRUCTION
  • MONITORING
  • BEYOND What is next

3
What is a 3-D Design
  • Eagle Point
  • Surv-CAD
  • Geo-Pak
  • Land Desktop
  • Autodesk Civil Series
  • RiverMorph?
  • HEC-RAS?

- Manage Points - Define Alignments - Create
Points from Alignments - Build Surfaces
4
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5
What is a 3-D Design
  • Eagle Point
  • Surv-CAD
  • Geo-Pak
  • Land Desktop
  • Autodesk Civil Series
  • RiverMorph ?
  • HEC-RAS ?

6
Benefits - of 3-D Design
  • Hydraulic Modeling is Not Limited
  • Easier to Create Design Revisions and Iterations
  • Better Estimate of Quantities
  • Optimization of Project Reaches
  • Constructability
  • Assist in Construction Stakeout
  • GPS Guided Construction Equipment
  • Good Check for On-site Stupidity During
    Construction

7
3-D Design Existing Surface
8
3-D Design Valley Slope
9
3D- Morph Table, Entrainment NCD River Course II
10
3-D Design Constraints and Thalweg
11
3D Design Beltwidth
12
3-D Design - Layout and Design
13
3D Breaklines for Surface
14
3D Layout and Design
15
3-D Design - Modeling Summary
  • Engineering to Check and Design
  • Sediment, Backwater, Velocity, Shear Stress
  • HEC-RAS Limitations
  • 1-D only
  • cannot model actual flow around bends, in
    constrictions, or other 2-D, 3-D flows
  • cannot model channel-floodplain interactions

16
HEC-RAS .. 3-D?
17
HEC-RAS 2 Geometry Files
18
HEC-RAS
19
HEC-RAS
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3D 2D Modeling
26
3D Simulations for Design
27
Re-Design, Constructability
28
Optimization
29
Optimization
30
3-D Construction ?
31
3-D Construction
  • Limited construction oversight
  • As-built conditions surveyed during construction
  • Efficient digging

32
GPS Construction DemoDecember 6th-7th 2006
33
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Top Con GPS Hardware Installation 12-04-06 8 hrs
35
Traditional Cut Stake
36
Traditional Laser Level Setup
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38
GPS Sensors on Bucket and Stick
39
GPS Sensors on Boom and Stick
40
Nightly removal of GPS antennas
41
GPS Demo
42
GPS Display in Cab of Cat 325
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GPS Rover and Grade Rodman
45
3-D MonitoringData Analysis
  • Shows current condition of the project
  • Compares current condition to previous years
  • Shows how stream is functioning
  • Shows trends and direction

46
3D - Monitoring
  • Photo Documentation
  • Profile Analysis - 3D Surveys
  • Cross-sectional Analysis - 3D Surveys
  • Planform Analysis - CAD

47
3D Surveys vs. 1-D Surveys
48
3D Surveys vs. 1-D Surveys
49
Example Photo Point Photo Point 19
50
Photo Objectives in Plan View
51
Profile Analysis
  • Utilize CAD Program if data collected with the
    use of a Total Station
  • Alignment set at as-built time
  • Allows for direct comparison of stationing
  • Alter alignment if channel migrates
    significantly
  • Record thalweg length annually
  • Survey at the thalweg based on stream feature

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54
Pool Length 13 ft to 43 ft
Pool Length 84 ft to 71ft
55
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57
Pool Length 13 ft to 43 ft
Pool Length 84 ft to 71ft
58
Profile Analysis
  • Utilize CAD Program if data collected with the
    use of a Total Station
  • Alignment set at as-built time
  • Allows for direct comparison of stationing
  • Alter alignment if channel migrates
    significantly
  • Record thalweg length annually
  • Survey at the thalweg based on stream feature

59
Profile Analysis
  • Plot
  • Thalweg
  • Water Surface
  • Bankfull (Design)
  • Bankfull (Depositional Bench)
  • Top of Bank
  • Vanes and other structures

60
Creating Stationing from Survey Points
  • Create Stationing Based on a Baseline
  • Thalweg Baseline vs. Centerline Baseline
  • Exporting Points Based on a Baseline Alignment
  • Changing description keys for River Morph of
    other software programs
  • AutoCAD, Micro-Station, Eagle Point, Arc-View,
    and SurvCAD

61
Profile from Baseline
62
Using a Base Alignment
63
Using a Base Alignment
64
Profile from Thalweg
65
Using the Stream Profile
66
Example Profile
67
Example Structure Profiles
68
Surveying Stream Features
69
Surveying Stream Features
Looking upstream at Cross Vane Sta 400
70
Placement of Pin Flags
Looking downstream at Cross Vane Sta 500
71
Profile Analysis
  • Calculations
  • Lengths and Slopes of stream features
  • From Excel / CAD
  • Spacing of stream features
  • Locations of features with respect to planform
  • Report Minimum, Maximum and Median for length,
    spacing and slope in summary table

72
Cross-section Analysis
  • Utilize CAD Program if data collected has been
    collected with a Total Station
  • Alignment and stationing are set at as-built time
  • Allows for direct comparison of stationing
  • Allows for easier data collection

73
Cross-section Analysis
  • Bankfull Line
  • Top of Bank Line (if appropriate)
  • Survey Bank Profiles
  • Plot
  • Channel bed
  • End Pins

74
Cross-section Analysis
  • Calculations
  • Bankfull Area
  • Bankfull Width
  • Bankfull Mean Depth
  • Bankfull Maximum Depth
  • Floodprone Width
  • Width/depth Ratio
  • Entrenchment Ratio

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78
Cross-section Calculations
  • Notes of Caution
  • Area must be calculated based on the same datum
    year after year
  • Area can be calculated based on bankfull
    deposition but the standard should be the
    designed bankfull
  • Survey line must be consistent year after year

79
Cross Section Location
80
Planform Analysis
  • Utilize CAD Program if data collected on Total
    Station
  • Most variable of all measurements
  • Field measurements very difficult and most
    variable
  • Works best if as-built to designed underlain
    current monitoring

81
Planform Analysis
  • Results
  • Radius of Curvature
  • Meander Wave Length
  • Channel Belt Width
  • Valley Length

82
Planform Analysis
83
Planform AnalysisRadius Of Curvature
84
Planform AnalysisBelt Width and MeanderWavelength
85
Planform ExampleOverlay As-build
86
And Beyond ? The more I learn the less I
know
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93
Contact Information ?
  • David Bidelspach
  • Stantec Raleigh NC
  • 919-218-0864
  • David_Bidelspach_at_ncsu.edu
  • David.Bidelspach_at_stantec.com
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