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<br />002882 <br /> <br />. <br /> <br />STUDY METHODS <br /> <br />. <br /> <br />Water quality samples were collected from all 19 stations during <br />both the "low flow" study in Sept.-Oct., 1975 and the "high flow" study <br />in May-June, 1975. The 200 km (125 mi) stream reach was divided into <br />three segments because of the long distances involved, and each segment <br />was sampled on four consecutive days during each study. Segment I <br />covered the lower White River, including stations 1-5, Segment II included <br />stations 6-10 plus the two Milk Creek stations, and Segment III included <br />the remaining stations in the upper White River drainage (Fig. 1). <br />During the "low flow" study sampling progressed downstream from Segment III <br />during the first week to Segment I during the third week. The sampling <br />pattern was reversed during the fo'llowing "high flow" study, with sampling <br />occurring first in Segment I and then progressing upstream. This arrange- <br />ment provided the greatest possibility for sampling at the desired flow <br />conditions while minimizing the adverse impact of winter weather conditions. <br /> <br />. <br /> <br />. <br /> <br />. <br /> <br />The water quality parameters measured during this investigation are <br />listed in Table 2. Although an attempt was made to include a wide range <br />of parameters, it is realized that these parameters are not all-inclusive <br />and may not satisfy the needs of everyone concerned with water quality in <br />the White River area. <br /> <br />. <br /> <br />At each sampling site field measurements were made for temperature, <br />pH, specific conductance (conductivity), and occassionally, flow. <br />Sampling stations had been located, wherever possible, at flow measuring <br />stations operated by the Geological Survey (GS). Mean daily flow rates <br />from these stations were utilized in this study whenever possible. The <br />instantaneous flows determined by EPA were obtained by standard stream <br />gaging methods utilizing a Marsh-McBirney electromagnetic current meter <br />with direct velocity readout. <br /> <br />Water samples were collected at each site for immediate analysis <br />(within 4 hours) in the temporary field office for the following <br />parameters: turbidity, total alkalinity, hardness, and dissolved oxygen. <br />The dissolved oxygen samples were collected in 300 ml glass BOD bottles - <br />all other samples were collected in 0.95 ~ (1 qt.) polyethylene cubi- <br />tainers. When required, samples were kept chilled in ice chests until <br />analyzed. A Hach Turbidimeter with formazin liquid standards was used <br />for the turbidity measurements. Total alkalinity was determined potentio- <br />metrically while hardness was determined by the EDTA Titrimetric method. <br />Dissolved oxygen measurements were obtained by the Winkler titration <br />method employing field fixing with the appropriate powder reagents. <br /> <br />Additional water was collected from each site for analysis for <br />chloride, fluoride, boron, total dissolved solids (TDS), total suspended <br />solids (TSS), and metals. The TSS samples were collected by a dip-and- <br />take method after comparison with the recommended depth-integration method <br />showed that in the rapidly flowing streams sampled in this study there <br /> <br />. <br /> <br />. <br /> <br />. <br /> <br />. <br /> <br />8 <br /> <br />. <br /> <br />J <br />