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North Poudre Sediment Study Final Report
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North Poudre Sediment Study Final Report
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Last modified
10/28/2011 10:22:55 AM
Creation date
9/30/2006 9:03:54 PM
Metadata
Fields
Template:
Water Conservation
Project Type
Ag/Muni Grant
Contract/PO #
C153779
Applicant
North Poudre Irrigation Company
Project Name
North Fork Poudre Sedimentation Study
Title
North Fork Cache la Poudre River Sedimentation Study Final Report
Date
1/1/1999
County
Larimer
Water Conservation - Doc Type
Final Report
Document Relationships
North Poudre Sediment Study Contract
(Attachment)
Path:
\Water Conservation\Backfile
North Poudre Sediment Study Prog Report
(Attachment)
Path:
\Water Conservation\Backfile
North Poudre Sediment Study Work Plan
(Attachment)
Path:
\Water Conservation\Backfile
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<br />The riffles at all locations downstream from the dam were largely unaffected by <br /> <br />the sediment release. Marginal bars comprised of fine sediment lined the channel banks <br /> <br /> <br />along riffles, and isolated deposits were observed in low velocity areas behind cobbles <br /> <br /> <br />and boulders comprising the bed of the channel. Fine sediment also infiltrated the <br /> <br /> <br />interstices of the coarse substrate, up to 6 cm deep, Because the pools are critical <br /> <br /> <br />overwinter habitat for the fish within the North Fork below Halligan, this study focused <br /> <br /> <br />on two pools within a 40001 study reach located within The Nature Conservancy's <br /> <br /> <br />Phantom Canyon Preserve. The two pools were named the Ouzel Pool and the Tick Pool <br /> <br /> <br />(Figure I). <br /> <br />Flushing Flows <br /> <br /> <br />After the sedimenl release in September 1996, the discharge from Halligan <br /> <br /> <br />Reservoir was dropped to the instream flow requirement of 0,1 ml/s. Between that time <br /> <br /> <br />and late February 1997. flows were kepi approximately at the 0,1 m31s discharge. In late <br /> <br /> <br />February 1997. a stepped. experimental discharge was released from the outlet valves at <br /> <br /> <br />the base of Halligan dam with the intent to flush sediment from the pools and to allow a <br /> <br /> <br />repeat survey to assess the quantity and nature of sediment mo\'ement. During the <br /> <br /> <br />experimental release. a peak discharge of 3 A m3/s was attained. and then the discharge <br /> <br /> <br />was dropped back to the 0.1 m3/s magnitude (Figure 2). <br /> <br /> <br />Typically, flushing flows refer to discharges designed to flush sediments of a <br /> <br /> <br />particular grain size from riffles and runs to improve spawning habitat (Kondolf and <br /> <br /> <br />Wilcock. 1996: \Vilcock. et al. 1996), Most often, the application of flushing discharges <br /> <br /> <br />pertains to regulated rivers where tributary inflow introduces abundant tine sediments that <br /> <br /> <br />cover spawning gravels, Few studies have investigated the flow requirements of flushing <br /> <br /> <br />sediments from pools to enhance over-winter pool volume for fish, Wesche (1991) <br /> <br /> <br />evaluated several Wyoming rivers and discharge requiremenls for flushing pools, In this <br /> <br /> <br />study. flushing flows refers to the magnitude and duration of flows that would sufficiently <br /> <br /> <br />t1ush sediments downstream from Halligan Reservoir to minimize the deleterious effects <br /> <br /> <br />to fish from pool intllling. This report does not address the best flushing regime for <br /> <br />5 <br />
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