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1981-08-20_GENERAL DOCUMENTS - C1981038
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1981-08-20_GENERAL DOCUMENTS - C1981038
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Last modified
12/5/2020 8:56:39 AM
Creation date
8/8/2012 9:04:49 AM
Metadata
Fields
Template:
DRMS Permit Index
Permit No
C1981038
IBM Index Class Name
General Documents
Doc Date
8/20/1981
Doc Name
Proposed Decision & Findings
From
DRMS
To
Colorado Westmoreland, Inc
Permit Index Doc Type
Findings
Email Name
BFB
Media Type
D
Archive
No
Tags
DRMS Re-OCR
Description:
Signifies Re-OCR Process Performed
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-18- <br /> PET will represent a net value for all vegetative cover. This is in contrast <br /> to the values obtained by other methods, such as the Blaney-Criddle method <br /> or the Jensen-Haise method, where the values obtained for PET represent specific <br /> crops. Table 2 illustrates a PET comparison for the area around Paonia, <br /> Colorado. It was assumed for the Blaney-Criddle method that the entire area <br /> consisted of deciduous orchards. In reality, there are many acres around <br /> Peonia that grow other crops. As a result, there will be a difference between <br /> the total amount of water required for PET as predicted by the Blaney-Criddle <br /> method when compared to that calculated by the Hamon method. It can be con- <br /> cluded that utilization of Hamon technique for the entire watershed will <br /> yield values which are representative for conditions of the area. An additional <br /> advantage of utilization of the Hamon technique is its ability to predict the <br /> amount of water lost by sublimation. The U.S. Army Corps"of Engineers (1960) <br /> found that for the middle latitudes, in the winter and early spring before <br /> snowmelt runoff begins, sublimation loss from the snow surface cover can be <br /> assumed, for hydrologic computation purposes, to be about 112 inch of water <br /> equivalent per month. Table 3 illustrates that the loss of water during winter <br /> months, as predicted by the Hamon equation, is approximately 112 inch per <br /> month. Finally, the Hamon equation predicts PET for native vegetation when <br /> the temperature is greater than 32.OoF. This is in contrast to other techniques, <br /> which often require a minimum temperature greater than 40OF before accurate <br /> results can be obtained. <br /> Assuming adiabatic conditions exist so that for every 1,000 feet increase <br /> in elevation, there is a decrease of 5.40F in temperature, the values of <br /> PET for the watershed were determined as illustrated in Table 3. <br /> r r <br /> From Table 1, it becomes evident that during the time period of May through <br /> September, the amount of precipitation which falls upon the watershed is less <br /> than the amount of water required for PET. Therefore, for this time period <br /> (May - September) , the actual evapotranspiration (AET) will be less than PET. <br /> In other words, the native vegetation will use most of the precipitation and <br /> also will remove water from the soil .profile. For those areas where cash <br /> crops (such as apples, peaches, and so forth) are grown, irrigation water is <br /> removed from the North Fork of the Gunnison River and applied on such lands. <br /> It is expected that those areas would have an AET which is nearly equivalent <br /> to the value predicted by PET. However, since the majority of the watershed <br /> has native vegetation, it will be assumed that the value for AET for the May to <br /> September period will be equivalent to the May through September precipitation <br /> value. Therefore, for the entire year, the value of AET will be represented <br /> by approximately 159,000 acre-feet (AF) . <br /> Another inflow parameter to a mass balance study involves how much water is <br /> entering the watershed via the North Fork of the Gunnison River. Ideally, it <br /> would be desirable to have a gaging station at the downstream location of the <br /> watershed illusted in Figure 1. However, such is not the case. A station <br /> presently exists near Somerset, Colorado, as illustrated in Table 4. By <br /> use of this particular station, we are able to approximate the inflow into <br /> the basin via the North Fork of the Gunnison River and releases from Paonia <br /> Reservoir. Outflow from the basin is not as easily determined. For example, <br /> the nearest station to Paonia is located on the Gunnison River near Lazear, <br /> Colorado. Such a station is not acceptable for this analysis since many inflows <br /> and outflows occur between Paonia and Lazear. However, a review of past U.S. <br />
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