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<oai_dc:dc xmlns:dc="http://purl.org/dc/elements/1.1/" xmlns:oai_dc="http://www.openarchives.org/OAI/2.0/oai_dc/" xmlns:xsi="http://www.w3.org/2001/XMLSchema-instance" xsi:schemaLocation="http://www.openarchives.org/OAI/2.0/oai_dc/ http://www.openarchives.org/OAI/2.0/oai_dc.xsd">
  <dc:contributor>Paul Charles Benedict</dc:contributor>
  <dc:creator>S. K. Love</dc:creator>
  <dc:date>1948</dc:date>
  <dc:description>&lt;p&gt;The Boise River project is a highly developed agricultural area comprising some 
520 square miles of valley and bench lands in southwestern Idaho. Water for 
irrigation is obtained from the Boise River and its tributaries which are regulated 
by storage in Arrow Rock and Deer Flat reservoirs. Distribution of water to the 
farms is effected by 27 principal canals and several small farm laterals which 
divert directly from the river. The- New York Canal, which is the largest, not 
only supplies water to smaller canals and farm laterals, but also is used to fill 
Deer Flat Reservoir near Nampa from which water is furnished to farms in the 
lower valley. During the past 15 years maintenance costs in a number of those 
canals have increased due to deposition of sediment in them and in the river 
channel itself below the mouth of Moore Creek.&lt;/p&gt;
&lt;br/&gt;
&lt;p&gt;Interest in determining the runoff and sediment loads from certain areas in the 
Boise River drainage basin led to an investigation by the Flood Control Coordinating 
Committee of the Department of Agriculture. Measurements of daily 
discharge and sediments loads were made by the Geological Survey at 13 stations 
in the drainage basin during the 18-month period ended June 30, 1940. The 
stations were on streams in areas having different kinds of vegetative cover and 
subjected to different kinds of land-use practice. Data obtained during the investigation 
furnish a basis for certain comparisons of runoff and sediment loads 
from several areas arid for several periods of time.&lt;/p&gt;
&lt;br/&gt;
&lt;p&gt;Runoff measured at stations on the. Boise River near Twin Springs and on 
Moore Creek near Arrow Rock was smaller during 1939 than during 1940 and was 
below the average annual runoff for the period of available record. Runoff 
measured at the other stations on the project also was smaller during 1939 than 
during 1940 and probably did not exceed the average for the previous 25 years.&lt;/p&gt;
&lt;br/&gt;
&lt;p&gt;The sediment loads measured during the spring runoff in 1939 were smaller 
at most stations than those measured during the spring runoff in 1940. At those 
stations where the flow was not affected, or only slightly affected, by upstream 
diversions or by placer-mining operations, the largest sadiment loads per unit of 
drainage area were measured in Grouse Creek during both 1939 and 1940, amounting 
to 3,460 and 2,490 tons per square mile, respectively, and the smallest loads 
per unit of drainage area were measured in Bannock Creek during 1939 and in the 
Boise River near Twin Springs during 1940, amounting to 14 and 83 tons per 
square mile, respectively.&lt;/p&gt;
&lt;br/&gt;
&lt;p&gt;Size anaylses of a large number of samples of suspended and deposited 
sediments give an indication of the origin of sediments carried past some of the 
stations. The analyses show that most of the sediment measured at the five 
stations in the Moore Creek drainages basin above Idaho City consisted largely of 
coarse material. They show, also, that the sediment measured at the station on 
Moore Creek above Thorn Creek consisted almost entirely of fine material during 
practically the entire period of the investigation. Most of the coarse material passing 
the stations above Idaho City probably was retained behind the dikes or in 
the pools usually formed by tailings from dredging operations in the placer-mining 
area below Idaho City, and much of the fine material measured at the station 
on Moore Creek above Thorn Creek probably was contributed by placer-mining 
activity. During the years when the spring runoff is greater than that measured 
during 1939 and 1940, it is probable that the dikes and pools will be less effective 
in retaining coarse sediments within the placered area.&lt;/p&gt;
&lt;br/&gt;
&lt;p&gt;Records of sediment loads measured in the New York Canal indicate that a 
negligible amount of sediment was deposited there during 1939, but that in 1940 
from 10 to 15 percent of the total load at the gaging station consisted of coarse 
sediment which was later deposited on the canal bottom. Most of the fine material 
was doubtless carried through the canal and eventually deposited in diversion 
ditches and on farm land. Because the sediment carried past the station on Moore 
Creek above Thorn Creek consisted almost entirely of fine material, it is probable, 
that a considerable part of the coarse sediment carried in the New York Canal 
during the 1940 spring runoff period was scoured from the large bed of deposited 
material in the Boise River above Diversion- Dam, and that the remainder came 
from Grimes Creek. Arrow Rock Reservoir was not sluiced during the investigation, 
and it is therefore unlikely that any of the coarse sediment in the New York 
Canal came from the Boise River above Moore Creek during 1939 and 1940.&lt;/p&gt;
&lt;br/&gt;
&lt;p&gt;The average dry weight of 71 samples of deposited sediments collected from 
several parts of the Boise River drainage basin is about 90 pounds per cubic 
foot. The average specific gravity of 77 samples of deposited sediments is 2.57.&lt;/p&gt;</dc:description>
  <dc:format>application/pdf</dc:format>
  <dc:identifier>10.3133/wsp1048</dc:identifier>
  <dc:language>en</dc:language>
  <dc:publisher>U.S. Geological Survey</dc:publisher>
  <dc:title>Discharge and sediment loads in the Boise River drainage basin, Idaho 1939-40</dc:title>
  <dc:type>reports</dc:type>
</oai_dc:dc>