Laserfiche WebLink
<br />"''''tJ' <br />1'''''.- <br />'~ <br /> <br />(C~'1 <br /> <br />~I <br />~ , , <br />~: <br />$1,1 <br />:,~ ' <br /> <br />'h <br /> <br />[Section 1802(a)J. In concert, the GCD-EIS recommends a Preferred Alternative <br />that preserves a mass balance of sand, and therefore fisheries habitats, in <br />the main channel. <br /> <br />::g <br />,YIt:,- <br />.-1'.'- <br />':~ <br /> <br />. <br /> <br />The GCD-EIS recommends a modified low fluctuating flow alternative (MLFF) as <br />the Preferred Alternative. The MLFF has a minimum release of 5,000 cubic feet <br />per second , (cfs) between 7:00 p.m. and 7:00 a.m. (at night), and 8,000 cfs as <br />a minimum release from 7:00 a.m. to 7:00 p.m. (day time flows). The maximum <br />release is 25,000 cfs, with a maximum daily flow range of 5,000 cfs, 6,000 cfs <br />or 8,000 cfs, depending on the monthly release volume (during low, medium or <br />high volume months, respectively). Ramping rates under the Preferred <br />Alternative are 4,000 cfs/hr up and 1,500 cfs/hr down. The Preferred <br />Alternative also provides for a 1 to 2 week-long beach/habitat-building flow. <br />This high, steady, release will be used to evaluate the applicability of high <br />flows as a strategy for future adaptive management of the Colorado River. <br /> <br /><~ <br /> <br /> <br />Flooding was an essential characteristic of the pre-dam river. Current dam <br />operations have virtually eliminated this dynamic element of the natural <br />ecological process. Although a program of reduced daily flow fluctuation <br />(Interim Operations) was implemented in 1991 to conserve a mass balance of <br />tributary-derived sand, occasional high flows are thought to be required to <br />restore high elevation sand deposits and characteristic aquatic habitats, such <br />as backwaters. Backwaters are used as rearing habitats by young native fish. <br />The proposed test flow will improve understanding of how flooding influences <br />ecosystem geomorphology, biological and cultural (archeological and <br />traditional land use) resources, and ecosystem processes. Data collected <br />during the test flow will demonstrate the extent to which planned flooding can <br />be used as an ecosystem management tool. ' <br /> <br />''t:1: <br />tt, <br />,-.~ <br />::."U <br />~~ <br />~::~ <br /> <br />DESCRIPTION OP THE TEST PLOW <br /> <br /> <br />Description of Plow <br /> <br />The test flow will begin on or about 22 March, 1996 (see Attachment A). The <br />first 4 days will consist of a constant 8,000 cfs flow. On 26 March, 1996, <br />discharge will be increased at an upramping rate of 4,000 cfs/hr until a flow <br />of 45,000 cfs is reached. Flows will be held essentially constant at 45,000 <br />cfs for 7 days (until 2 April, 1996), with flow changes less than +/- 1000 <br />cfs. Discharge will then be decreased to 8,000 cfs in the following manner: <br />(1) Between flows of 45,000 cfs and 35,000 cfs, the down-ramping rate will be <br />1,500 cfs/hr; (2) Between flows of 35,000 cfs and 20,000 cfs, the down-ramping <br />rate will be 1,000 cfs/hr; and (3) Between 20,000 cfs and 8,000 cfs, the down- <br />ramping rate will be 500 cfs/hr. Discharge will be maintained at +/- 8,000 <br />cfs for 4 days (through 7 April, 1996). It is believed that this staggered <br />down-ramp will more closely mimic the reduction of flows after a natural <br />flood. The 8,000 cfs constant flows preceding and following the 45,000 cfs <br />release will permit aerial photography, and, on-the-ground evaluation of <br />sedimentation patterns and impacts to river resources. Interim Operations <br />will resume on or about 8 April, 1996. <br /> <br />:t.':i:, <br /> <br />" <br /> <br />...... <br />f,~? <br />;f~ <br />'~J <br />~~ <br />, <. <br /> <br />2 <br />