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WSP11764
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Last modified
1/26/2010 3:18:48 PM
Creation date
10/12/2006 5:09:23 AM
Metadata
Fields
Template:
Water Supply Protection
File Number
8273.100
Description
Colorado River Basin Salinity Control - Federal Agencies - Bureau of Reclamation
Basin
Colorado Mainstem
Water Division
5
Date
1/1/1984
Author
BOR
Title
Water Quality of the Colorado River System - Historical Trends in Concentration/ Load/ and Mass Fraction of Inorganic Solutes
Water Supply Pro - Doc Type
Report/Study
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<br /><::> <br />c.o <br />CD <br />CD <br /> <br />DATA BASE DEVELOPMENT <br /> <br />A series of computer procedures was developed to <br />generate representative monthly values from <br />existing data. These procedures were also used to <br />check for errors in the data base and to estimate <br />missing values. A complete guide tothe use ofthe <br />component programs is given in appendix A. <br /> <br />WATSTORE Retrieval <br /> <br />All data used in this project were retrieved directly <br />from the USGS WATSTORE data base by an <br />automatic communication link between the USBR <br />CYBER and USGS IBM computers. These data <br />include mean daily streamflows, daily specific <br />conductances, and periodic chemical analyses of <br />the following: calcium, magnesium, sodium, chlo- <br />ride. sulfate, bicarbonate, alkalinity, TDS (residue <br />on evaporation at 180 oc). and specific conduct- <br />ance. Chemical analyses are reported for time- <br />weighted composite samples until September 1969 <br />and for monthly discrete samples thereafter. <br /> <br />Initial Analysis <br /> <br />Potential errors in the periodic chemical data were <br />identified by testing the differences between the <br />observed and predicted values of: (1) total solute <br />concentration, for which the predicted value was <br />the sum of constituents and the observed value <br />was the residue on evaporation (increased to <br />account for lost bicarbonate); (2) specific conduc- <br />tance, for which the predicted value was computed <br />from equivalent ionic conductances; and (3) net <br />charge, for which the predicted value was assumed <br />to be zero. Obvious errors were checked and <br />corrected, as described in appendix A. <br /> <br />Possible errors in daily values were identified from <br />outliers in the log-log regression of conductance <br />on streamflow. Typographical errors in the <br />WATSTORE data were confirmed and corrected by <br />comparing them with values in USGS Water <br />Supply Papers. Other obviously erroneous values <br />were set to zero and treated as missing values in <br />subsequent procedures. Changes made to <br />WATSTORE data are documented in table 2 of <br />appendixes B through P. <br /> <br />Single missing solute concentrations in individual <br />chemical analyses were estimated assuming a net <br />charge of zero. When two or more values were <br />missing from an analysis, no estimates were <br /> <br />attempted; but the sum of six ions, necessary to <br />compute mass fraction, was estimated from <br />regression on evaporation residue TDS. The <br />periodic chemical analyses, including missing value <br />estimates, were then combined with daily values <br />of streamflow and conductance to estimate solute <br />concentrations for days samples were not taken, <br /> <br />Generation of Monthly Mean Values <br /> <br />Composite sample analyses were assigned to <br />each day of the composite period; discrete sample <br />analyses were assigned to the day of collection. <br />Substitutions for missing daily values were gener- <br />ated by interpolation in a hierarchical process in <br />which streamflow was estimated first, followed by <br />conductance, and finally solute concentrations. <br />This sequence was employed because streamflow <br />was used to weight the interpolation of conduc- <br />tance, and conductance, in turn, was used to <br />weight the interpolation of concentration. The <br />general formula used was: <br /> <br />(. k - ko ~. _, <br />Xk = rkoXko + kn - ko (WknXkn - WkoXko~ Wk (1) <br /> <br />where: X = Streamflow, conductance, or <br />solute concentration <br />W = A weighting factor <br />k = Julian date within a period of <br />missing values <br />ko = Last Julian date with observed <br />data before the period of missing <br />values <br />kn = First Julian date with observed <br />data after the period of missing <br />values <br /> <br />Weighting factors in equation 1 are defined as <br />follows: <br /> <br />1. Streamflow: Wk = 1, for all k <br /> <br />2. Conductance: Wk = l/Q/. where B is the <br />slope of the log-log regression of daily con- <br />ductance on daily streamflow (Q) for the <br />entire period of unregulated flow. Wk= 1, ifB <br />is not Significantly different from 0 (because <br />of major flow regulation). <br /> <br />3. Solute concentrations: Wk = 1 ILk, where L is <br />specific conductance on day k. <br /> <br />6 <br />
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