USGS Publications Warehouse

Abstract

Future development of the Garrison Diversion Unit in North Dakota could deliver 100 cubic feet per second of water for the cities of Fargo, Grand Forks, and surrounding communities. Missouri River water from the Garrison Diversion Unit Sheyenne River water supply would be delivered to the upper reaches of the Sheyenne River, which would convey the water to the Red River of the North. Potential effects of releasing Missouri River water to the Sheyenne River on the quantity and quality of streamflow in the Sheyenne River and in the Red River of the North are evaluated for two proposed operating plans--year-round operation (12 months each year) and nonwinter operation (April through October each year). The Project Canals, Reservoirs, and River Systems (PROCRRS) and Canals, Rivers, and Reservoirs Salinity Accounting Procedures (CRRSAP) monthly accounting models are used to predict streamflow and dissolved-solids changes that could result from the proposed release of treated Missouri River water into the Sheyenne River and the Red River of the North. For year-round operation of the Garrison Diversion Unit Sheyenne River water supply for the period 1931-84, the maximum quantity of water that must be delivered to the upper reaches of the Sheyenne River so that 100 cubic feet per second of Missouri River water can be delivered to Fargo, N.Dak., and Grand Forks, N.Dak., was estimated to be about 151 cubic feet per second for August 1976. For nonwinter operation the maximum quantity of water was estimated to be about 210 cubic feet per second. Model simulations were used to assess the effects that operation of the Garrison Diversion Unit Sheyenne River water supply could have on streamflow and water quality of the Sheyenne River and the Red River of the North. Effects were assessed by comparing simulated streamflows that include Missouri River water to baseline conditions, which represent hydrologic conditions before addition of Missouri River water. Simulated mean monthly dissolved-solids concentrations for Sheyenne River nodes for year-round and nonwinter operation of the Garrison Diversion Unit Sheyenne River water supply generally were less than those for baseline conditions.Simulated mean monthly dissolved-solids concentrations for Red River of the North nodes for year-round and nonwinter operation generally were greater than those for baseline conditions. Streamflow for 1933-42 was about 25 percent of the mean annual streamflow for 1931-84. Simulated monthly mean dissolved-solids concentrations for year-round and nonwinter operation for node 125, Sheyenne River near Cooperstown, N.Dak., for the low-flow conditions of 1933-42 were less than those for baseline conditions. Annual variability of simulated dissolved-solids concentrations for year-round operation was less than annual variability for nonwinter operation and for baseline conditions. Simulated monthly mean dissolved-solids concentrations for year-round and nonwinter operation for node 250, Sheyenne River near Kindred, N.Dak., for the low-flow conditions of 1933-42 ranged from 500 to 600 milligrams per liter.Simulated monthly mean dissolved-solids concentrations for baseline conditions ranged from 300 milligrams per liter to greater than 1,000 milligrams per liter. Simulated monthly mean dissolved-solids concentrations for nonwinter operation were less than those for year-round operation. For node 700, Red River of the North at Grand Forks, N.Dak., the magnitude of simulated monthly mean dissolved-solids concentrations for year-round and nonwinter operation for the low-flow conditions of 1933-42 were about the same as those for baseline conditions. Streamflow for 1973-82 was about 30 percent greater than the mean annual streamflow for 1931-84. For the high-flow conditions of 1973-82, simulated monthly mean dissolved-solids concentrations for node 125 for year-round operation ranged from about 325 to 650 milligrams per liter, and simulated monthly mean dissolved-solids concentrations for baseline conditions and for nonwinter operation generally ranged from 325 to 800 milligrams per liter. Simulated monthly mean dissolved-solids concentrations for node 250 for year-round and nonwinter operation were about the same as those for baseline conditions. Simulated monthly mean dissolved-solids concentrations for node 700 for year-round and nonwinter operation also were about the same as those for baseline conditions. Relation of Fracture Orientation to Linear Terrain Features, Anisotropic Transmissivity, and Seepage to Streams in the Karst Prairie du Chien Group, Southeastern Minnesota by James F. Ruhl Abstract Ground-water flow in the karst-terrane aquifers of southeastern Minnesota is not well defined. Variable fracture patterns in the bedrock affect permeability. Techniques to predict the effects of fracture patterns on Found-water flow in the karst-terrane aquifers of southeastern Minnesota are unavailable. The use of such techniques may be useful to officials responsible for the management and protection of Found water in these aquifers, which have a high susceptibility to contaminant. The U.S. Geological Survey, in cooperation with the Minnesota Department of Natural Resources and the Legislative Commission on Minnesota Resources, investigated fracture patterns, anisotropic transmissivity, and seepage to streams from the Prairie du Chien Group, which is the karst portion of the St. Peter-Prairie du Chien-Jordan aquifer, to improve the understanding of Found-water flow through karst-terrane aquifers in southeastern Minnesota. This report presents the results of testing hypotheses that (1) the major axes of linear terrain features correlate with the major axes of subsurface fractures in the Prairie du Chien Group, and that (2) the major axes of subsurface fractures in the Prairie du Chien Group correlate with seepage from the Prairie du Chien Group. The first hypothesis was tested by comparison of linear terrain features to fracture orientation measurements. Fracture orientations in 10 exposures of the Prairie du Chien Group at quarries, road cuts, and natural outcrops showed statistically significant directional trends at 8 of 10 sites. Directional trends of linear terrain features dandified from 1:80,000 aerial photographs were significant in four of the ten 60-square mile areas that surround these sites. The fracture orientation measurements correlate with the local linear terrain features sites. The second hypothesis was tested by analyzing the correlation between seepage rates into streams hydraulically connected to the Prairie du Chien Group and surrounding linear terrain features that were mapped in approximately 300 square mile areas. Data from Riceford Creek support this hypothesis; data from Crow Creek and Middle Fork of the Whitewater River and from Duschee Creek are inconclusive. This hypothesis could not be tested by the data from the Middle Fork of the Zumbro River, the South Branch of the Root River, and the South Branch of the Middle Fork of the Zumbro River because the surrounding linear terrain features lack directional trends. The transmissivity of the karst portion of the SL Peter-Prairie du Chien-Jordan aquifer is anisotropic at an aquifer-test site in the study area. Results of the aquifer test indicate that the major axis of transmissivity is along a line N95?E. The aquifer-test results indicate that the principal axis of joint fractures at the test site is slightly clockwise from an east-west line because this axis is assumed to correlate with the major axis of horizontal transmissivity.