Title: 3-D Stream Restoration Design, Monitoring and Beyond
13-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
2We are living in a 3-D World
- DESIGN
- MODELING
- RE-DESIGN Design Iterations
- CONSTRUCTION
- MONITORING
- BEYOND What is next
3What 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
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5What is a 3-D Design
- Eagle Point
- Surv-CAD
- Geo-Pak
- Land Desktop
- Autodesk Civil Series
- RiverMorph ?
- HEC-RAS ?
6Benefits - 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
73-D Design Existing Surface
83-D Design Valley Slope
93D- Morph Table, Entrainment NCD River Course II
103-D Design Constraints and Thalweg
113D Design Beltwidth
123-D Design - Layout and Design
133D Breaklines for Surface
143D Layout and Design
153-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
16HEC-RAS .. 3-D?
17HEC-RAS 2 Geometry Files
18HEC-RAS
19HEC-RAS
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253D 2D Modeling
263D Simulations for Design
27Re-Design, Constructability
28Optimization
29Optimization
303-D Construction ?
313-D Construction
- Limited construction oversight
- As-built conditions surveyed during construction
- Efficient digging
32GPS Construction DemoDecember 6th-7th 2006
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34Top Con GPS Hardware Installation 12-04-06 8 hrs
35Traditional Cut Stake
36Traditional Laser Level Setup
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38GPS Sensors on Bucket and Stick
39GPS Sensors on Boom and Stick
40Nightly removal of GPS antennas
41GPS Demo
42GPS Display in Cab of Cat 325
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44GPS Rover and Grade Rodman
453-D MonitoringData Analysis
- Shows current condition of the project
- Compares current condition to previous years
- Shows how stream is functioning
- Shows trends and direction
463D - Monitoring
- Photo Documentation
- Profile Analysis - 3D Surveys
- Cross-sectional Analysis - 3D Surveys
- Planform Analysis - CAD
473D Surveys vs. 1-D Surveys
483D Surveys vs. 1-D Surveys
49Example Photo Point Photo Point 19
50Photo Objectives in Plan View
51Profile 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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54Pool Length 13 ft to 43 ft
Pool Length 84 ft to 71ft
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57Pool Length 13 ft to 43 ft
Pool Length 84 ft to 71ft
58Profile 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
59Profile Analysis
- Plot
- Thalweg
- Water Surface
- Bankfull (Design)
- Bankfull (Depositional Bench)
- Top of Bank
- Vanes and other structures
60Creating 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
61Profile from Baseline
62Using a Base Alignment
63Using a Base Alignment
64Profile from Thalweg
65Using the Stream Profile
66Example Profile
67Example Structure Profiles
68Surveying Stream Features
69Surveying Stream Features
Looking upstream at Cross Vane Sta 400
70Placement of Pin Flags
Looking downstream at Cross Vane Sta 500
71Profile 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
72Cross-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
73Cross-section Analysis
- Bankfull Line
- Top of Bank Line (if appropriate)
- Survey Bank Profiles
- Plot
- Channel bed
- End Pins
74Cross-section Analysis
- Calculations
- Bankfull Area
- Bankfull Width
- Bankfull Mean Depth
- Bankfull Maximum Depth
- Floodprone Width
- Width/depth Ratio
- Entrenchment Ratio
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78Cross-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
79Cross Section Location
80Planform 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
81Planform Analysis
- Results
- Radius of Curvature
- Meander Wave Length
- Channel Belt Width
- Valley Length
82Planform Analysis
83Planform AnalysisRadius Of Curvature
84Planform AnalysisBelt Width and MeanderWavelength
85Planform ExampleOverlay As-build
86And Beyond ? The more I learn the less I
know
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93Contact Information ?
- David Bidelspach
- Stantec Raleigh NC
- 919-218-0864
- David_Bidelspach_at_ncsu.edu
- David.Bidelspach_at_stantec.com