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Last modified
1/26/2010 4:14:30 PM
Creation date
10/12/2006 5:30:09 AM
Metadata
Fields
Template:
Water Supply Protection
File Number
8029
Description
Section D General Correspondence - Colorado Agencies
State
CO
Basin
Statewide
Date
8/24/1960
Author
Various
Title
Presentation of the Papers and Articles Read at the Western Resources Conference - Boulder Colorado
Water Supply Pro - Doc Type
Report/Study
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<br />'. <br /> <br />1otlole, several hundred years would be required to replenish the <br />stored ground water, whereas streams are replenished seasonally. <br />J.n outstanding example of large storage and small replenishment is <br />offered by the southern High Plains in Texas and New MeJdco. Overall, <br />the ground water in storage in the Texas portion is about 200 million <br />acre-feet, but if exhausted it would take considerably more than 1,000 <br />years to replace (U. S. Senate Select Ccmmittee on National Water <br />Resources, 1960a. p. 15). <br /> <br />The rate of movement of ground water alBo contrasts sharPlJ" with <br />ths.t of surface water. Generally, ground water flows inches or feet <br />per day, whereas the now in streams is measured in feet per second <br />or minute. The contrast in rates of .now is illustrated by the <br />movement of groun1 water in the aquifer supplying Houston, Tex. <br />Houston, the largest city of the United States dependent mainly on <br />wells for lllIInicipal supPlJ". is served by an aquifer haVing a better- <br />than-average capability for transmitting water. Even so, a cross <br />section of the aquifer 45 miles wide and 600 feet thick is required <br />to transmit 80 mgd (million gallons per day) to the Houston area at a <br />h,ydraulic gradient of 10 teet per mile. New York City obtains three <br />times as much water from Croton Reservoir through a pipeline less <br />than 14 feet in diameter (Thomas, 1951, p. 98). <br /> <br />The flow in streams is such that water from a large area can be <br />gaged at a single location. Surface reservoirs also can be gaged at <br />a single location. However, permeable earth materials otfer signiti- <br />cant impedance to flow of ground water, with the result that a <br />ground-w&ter reservoir (aquifer) must be gaged at maror points if the <br />statue of the resource is to be evaluated. Water-level measurements <br />in a single observation well may indicate conditiomr in only a flIIlall <br />part of an aquifer. <br /> <br />Though stream channels are not simple conduits, they can be <br />easilJ' mapped and measured. The same is not true of aquifers. Aquifers <br />are composed of a wide range of earth materials deposited by ma~ <br />geologie processes. The ver,y nature ot geologic processes insures that <br />the materials canposing aquifers will vary in character both laterally <br />and vertically. Formations that are water bearing (aquifers) in OIl8 <br />locality mllO' change lsteral4r to becalle nonwater bearing (aquicludes) <br />in another area. Several aquifers may be present in a particular area, <br />separated vertic~ by aquicludes, and both water-table and artesian <br />conditions mllO' eJdst. The source of water to and the area of discharge <br />from an aquifer may be distant or nearby. Therefore, aquifers are not <br />easilJ' mapped. However, they must be mapped, their water-bearing <br />characteristics detennined, and their hydrologic regimen evaluated <br />before decisions can be made as to optimum development and management <br />of the ground-water resource over a long period. of time. <br /> <br />. <br /> <br />2 <br />
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