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PNW Ecosystem Research Consortium Longitudinal Patterns - Revetments S. Gregory L. Ashkenas D. Oetter K. Wildman 138 Revetments and banks that have been armored present both negative and positive implications for restoration of large rivers. From a river man- agement perspective, the areas with low amounts of bank revetments are important resources to protect and opportunities to resist the trend to sim- plify the river and reduce its natural dynamic processes. They allow the river to function more naturally and, as a result, maintain ecological functions through natural processes of channel formation. These reaches are important for conservation and restoration, particularly when considered in comparison to the heavily armored sections of the river, which offer reduced ecological functions. From a restoration perspective, areas with high amounts of revetments but less intensive human development offer potential opportunities for modification or removal of revetments. In this illustration of approaches for The Willamette River has been straightened, channelized, and armored along its length by federal and state agencies, municipalities, and private citizens (see Revetments, pages 32-33). The more urban and industrialized area near Portland tends to have 40-60% of the river banks in revetments and bank control structures. Other cities along the river also tend to restrict movement of the river by bank armoring and other structures designed to control the path of the river. Upper reaches of the Willamette River between Albany and Eugene are more geomorphically complex. These areas contain intermediate amounts of channel control structure, largely associated with attempts to prevent erosion of agricultural lands in the complex floodplains (Fig. 44, p. 32). The lands along the river between the Portland metropolitan area and Salem and between Salem and Albany have some of the lowest amounts of bank protection. prioritization of river restoration, we will consider revetments to be oppor- tunities for restoration, though we acknowledge that the revetments lower the current ecological condition of the river. River reaches that once were dynamic and complex can be restored to higher levels of ecological function by reconnecting existing but isolated side channels. Riprap and pilings can be removed completely or modified to maintain some stability but still allow higher flows to reconnect with the side channels. Efforts to reconnect historically complex river channels are greatly affected by hydrologic regimes. High flows are necessary to maintain open flow through side channels. Efforts to lower these high flows with flood control reservoirs reduce the ability of rivers to maintain off channel habitats. Restoration of channel complexity through modification of bank control structures will be increased if flood management strategies also allow for more natural flood regimes. Careful attention to concerns of private citizens and local commu- nities is essential for constructive discussions of restoration options related to restoring the dynamic processes of the Willamette River and its flood- plain. Figure 188. Blockage of historical side channel and armoring with riprap in the upper Willamette River. Figure 191. Fringe of native riparian vegetation with riprap to stabilize the lower bank in Corvallis. Figure 187. Bank revetment used to repair a slump that occurred on the river bank of the Willamette River in Corvallis during the flood of February 1996. Figure 190. Development of docks and bank armoring with riprap on a steep bank near the Portland metropolitan area. Figure 189. Bank protection and drainage for new apartment buildings in the riparian area of the Willamette River in Salem. Introduction
Transcript
Page 1: Longitudinal Patterns - Revetments D. Oetter K. Wildman€¦ · D. Oetter K. Wildman 138 Revetments and banks that have been armored present both negative and positive implications

PNW Ecosystem Research Consortium

Longitudinal Patterns - RevetmentsS. Gregory L. AshkenasD. Oetter K. Wildman

138

Revetments and banks that have been armored present both negative

and positive implications for restoration of large rivers. From a river man-

agement perspective, the areas with low amounts of bank revetments are

important resources to protect and opportunities to resist the trend to sim-

plify the river and reduce its natural dynamic processes. They allow the river

to function more naturally and, as a result, maintain ecological functions

through natural processes of channel formation. These reaches are important

for conservation and restoration, particularly when considered in comparison

to the heavily armored sections of the river, which offer reduced ecological

functions.

From a restoration perspective, areas with high amounts of revetments

but less intensive human development offer potential opportunities for

modification or removal of revetments. In this illustration of approaches for

The Willamette River has been straightened, channelized, and armored

along its length by federal and state agencies, municipalities, and private

citizens (see Revetments, pages 32-33). The more urban and industrialized

area near Portland tends to have 40-60% of the river banks in revetments and

bank control structures. Other cities along the river also tend to restrict

movement of the river by bank armoring and other structures designed to

control the path of the river. Upper reaches of the Willamette River between

Albany and Eugene are more geomorphically complex. These areas contain

intermediate amounts of channel control structure, largely associated with

attempts to prevent erosion of agricultural lands in the complex floodplains

(Fig. 44, p. 32). The lands along the river between the Portland metropolitan

area and Salem and between Salem and Albany have some of the lowest

amounts of bank protection.

prioritization of river restoration, we will consider revetments to be oppor-

tunities for restoration, though we acknowledge that the revetments lower

the current ecological condition of the river. River reaches that once were

dynamic and complex can be restored to higher levels of ecological function

by reconnecting existing but isolated side channels. Riprap and pilings can

be removed completely or modified to maintain some stability but still

allow higher flows to reconnect with the side channels. Efforts to reconnect

historically complex river channels are greatly affected by hydrologic

regimes. High flows are necessary to maintain open flow through side

channels. Efforts to lower these high flows with flood control reservoirs

reduce the ability of rivers to maintain off channel habitats. Restoration of

channel complexity through modification of bank control structures will be

increased if flood management strategies also allow for more natural flood

regimes. Careful attention to concerns of private citizens and local commu-

nities is essential for constructive discussions of restoration options related

to restoring the dynamic processes of the Willamette River and its flood-

plain.

Figure 188. Blockage of historical side channel and armoring with

riprap in the upper Willamette River.

Figure 191. Fringe of native riparian vegetation with riprap to stabilize

the lower bank in Corvallis.

Figure 187. Bank revetment used to repair a slump that

occurred on the river bank of the Willamette River in

Corvallis during the flood of February 1996.

Figure 190. Development of docks and bank armoring with riprap

on a steep bank near the Portland metropolitan area.

Figure 189. Bank protection and drainage for new

apartment buildings in the riparian area of the

Willamette River in Salem.

Introduction

Page 2: Longitudinal Patterns - Revetments D. Oetter K. Wildman€¦ · D. Oetter K. Wildman 138 Revetments and banks that have been armored present both negative and positive implications

Willamette River Basin Atlas

2nd Edition

RIVER RESTORATION Revetments

139

S

N

Portland Metro Salem/Keizer Albany Corvallis Eugene/Springfield

Portland Metro

Salem/Keizer

Albany

Corvallis

Eugene/Springfield

Scale: 1:1000000

0 mi 10 mi 20 mi

0 km 10 km 20 km 30 km

SN

1995 Urban Growth Boundaries (UGBs)

Slices which intersect UGBs

0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75 80 85 90 95 100

105

110

115

120

125

130

135

140

145

150

155

160

165

170

175

180

185

190

195

200

205

210

215

220

225

kilometers0.0 0.01 - 0.080.09 - 0.250.26 - 0.460.47 - 0.700.71 - 1.081.09 - 1.591.60 - 6.63

Percent

0.01.1 - 2.93.0 - 7.98.0 - 13.914.0 - 22.923.0 - 29.930.0 - 38.838.9 - 70.1

80

0

1

2

3

4

5

0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75 80 85 90 95 100

105

110

115

120

125

130

135

140

145

150

155

160

165

170

175

180

185

190

195

200

205

210

215

220

225

20

40

60

0

Figure 192.

Length of revetments

in 1995.

Figure 193.

Percentage of river

banks with revet-

ments in 1995.

Note: 1 kilometer equals .62 mile


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