integrating fluvial geomorphology and hydrology into post ... · • develop site-specific sketches...
TRANSCRIPT
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Integrating Fluvial Geomorphology and Hydrology into Post-Irene Permanent Repairs and Flood Vulnerability Mapping along the
Vermont State Highway System
Evan Fitzgerald Sept 24, 2014
Fitzgerald Environmental 18 Severance Green, Suite 203 Colchester, VT 05446 www.fitzgeraldenvironmental.com
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VTrans Geomorphology Assistance
• Shayne Jaquith from DEC Rivers participated in Fall 2011 Scan Tour
• Evan Fitzgerald participated in Spring 2012 Scan Tour
• Visited >500 Sites to determine stability, costs, and permitting needs
• 130 sites with river embankment repairs or crossings were identified for Districts to
manage contracts for permanent repairs
• Dozens of other unstable sites were identified for PDD responsibility due to the
project complexity and/or anticipated repair costs (e.g., >$250K)
Stable Unstable
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Typical Embankment Repair Site - Design
• Visit sites with District staff to make site observations and
collect data for channel and road embankment
dimensions
• Determine drainage area and reference channel width
using VTDEC hydraulic geometry regressions
• Develop site-specific sketches for embankment repair
• Determine fill areas below OHW for ACOE and VTDEC
clearances
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Before After
18ft
25ft
• Participate in pre-bid and pre-construction meetings with District Staff
• Project stake-out, discussion of permit conditions, work sequencing
• 2-3 oversight visits and final inspection with District Staff
Typical Embankment Repair Site - Construction Oversight
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Marlboro-Brattleboro VT-9
1.2 DDIR sites/mile
Wardsboro-Jamaica VT-100
1.5 DDIR sites/mile
Andover-Chester VT-11
1.7 DDIR sites/mile
Cavendish-Weathersfield VT-131
1.6 DDIR sites/mile
Plymouth-Bridgewater VT-100 3.3 DDIR sites/mile
Rutland-Hartford US-4
1.0 DDIR sites/mile
Goshen-Rochester VT-73
2.1 DDIR sites/mile
Killington-Stockbridge VT-100
2.1 DDIR sites/mile Stockbridge- Rochester VT-100 2.5 DDIR sites/mile
Randolph-Northfield VT-12A 1.3 DDIR sites/mile
VT 9, Marlboro
VT100, Killington
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LiDAR – Light Detection and Ranging
• Airborne laser combined with
GPS controls
• Point cloud with X,Y, and Z
• FEMA specifications for vertical
accuracy = 18.5cm (0.61ft)
• Topographic LiDAR does not
penetrate water well
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900
950
1000
1050
1100
1150
1200
1250
100 300 500 700 900 1100 1300 1500
Ele
vati
on
(ft
)
Profile Distance (ft)
LiDAR Profiles of River-Road Corridors VT100 North, Killington South Branch Tweed River (White River Basin)
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Flood Vulnerability Mapping Using LiDAR Data
Process-based approach to identify and prioritize risk in river-roadway corridors: 1. Hydrologic and hydraulic modeling (HEC-RAS) to quantify river and floodplain erosion potential. 2. LiDAR slope mapping to identify slopes >100% in between roadway and river. 3. Identify areas of roadway with limited relief from river that are susceptible to erosion during flood events.
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Hydrologic Engineering Center’s River Analysis System (HEC-RAS)
• Army Corps of Engineers Hydrologic-Hydraulic Modeling Tool
• Used for FEMA Flood Hazard Modeling, River Engineering and Restoration, Sediment Modeling
• Based on Manning’s equation and energy loss equations
• One dimensional model of velocity and water surface profiles
0 500 1000 1500 2000 2500 3000560
570
580
590
600
610
620
Lower_Cold_River_Vtrans Plan: VTRANS_current 6/10/2013
Main Channel Dis tance (ft)
Ele
vatio
n (
ft)
Legend
WS PF 7
WS PF 6
WS PF 5
WS PF 4
WS PF 3
WS PF 2
WS PF 1
Sediment Fill
Ground
Left Levee
Right Levee
Cold River 2
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VT100 North, Killington, South Branch Tweed River
TS Irene Damage Site DDIR D3-30
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Roadway-River Geometry and Flood Vulnerability
VT100 North, Killington, South Branch Tweed River (DDIR D3-28)
1060
1065
1070
1075
1080
1085
0 50 100 150 200 250 300
Elev
atio
n (f
t)
Profile Distance (ft)
VT 100 Embankment Slope 1:1 = 100% or 45°
Height of roadway above channel bottom (ft)
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VT100 PDD Corridor Project Road Data • Killington – Stockbridge (10.7mi) • 23 TS Irene damage sites total • 11 damage sites concentrated along 3.5 miles in Killington and Pittsfield
River Data • South Branch Tweed River • 3rd and 4th order stream • Drainage area: 5 - 15 square miles • Bankfull channel: 25 - 40ft
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Known damage site
Unknown erosion site
Previously armored site
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Natural Bedrock Armoring in Channel and Banks
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150ft of erosion, 6-8ft high, within 3-6ft of shoulder
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Flood Vulnerability Mapping Using LiDAR Data
Observations from VT100 Corridor Model: 1. 8 of 11 damage sites in Rt. 100 corridor are associated with highest levels of river shear stress (i.e., erosion potential). 2. Bedrock in channel and banks provides grade control and natural armor. 3. Previously armored embankments were found in areas predicted as vulnerable.
Site Type #
Severe Erosion 3
Minor Erosion 3
Previously Armored 2
Natural Armor 2
Total 10
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1st 2nd 3rd 4th 5th 6th 7th 8th 9th
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Stream Order
Vermont Rivers and Streams
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Vermont Rivers and Streams
River/Streams in Proximity to Major Roadways (25m)
Note: River-Roadway intersect completed using GIS at a cursory level.
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Vermont Rivers and Streams
River/Streams in Proximity to Major Roadways (25m)
DDIR Irene Damage Sites
Note: River-Roadway and River-DDIR intersects completed using GIS at a cursory level.
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Stream Order
Vermont Rivers and Streams
River/Streams in Proximity to Major Roadways (25m)
DDIR Irene Damage Sites
Stream Power
Note: River-Roadway and River-DDIR intersects completed using GIS at a cursory level.
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Summary
• There are areas of roadway instability triggered by TS Irene that were not programmed for stabilization.
• LiDAR data is an important tool for facilitating sound flood recovery and flood vulnerability mapping efforts.
• Statewide LiDAR data collection for flood vulnerability mapping should be prioritized based on physical settings as well as flood damage history.
• Q100 velocity or shear stress are likely the best predictors of flood vulnerability in 3rd and 4th order streams.
• In higher order rivers (e.g., 5th order), two-dimensional modeling may enhance flood vulnerability mapping.
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Questions?