Scour around bridge piers is a major concern in the design of a new bridge or the evaluation of the structural stability of an existing bridge. An adequate estimation of potential scour at bridge piers is essential to effective design, construction, and maintenance of hydraulic structures. Reasonably accurate estimates of scour depth are needed for safe, cost-effective bridge design. Although many equations have been developed on the basis of laboratory work that can be used to estimate local scour at piers, site-specific data have not previously been collected to verify the accuracy of these equations or applicability to Missouri streams.
\nScour data were collected during floods at 10 sites on streams in Missouri. The recurrence intervals of the floods ranged from less than 2 to more than 50 years. Local-scour holes near bridge piers ranged from 0.5 to 7.1 feet deep. Seven local-pier-scour equations were evaluated as to their usefulness in estimating the measured scour at the sites studied. Scour depths estimated using the Froehlich equatin without a safety factor had an interquartile range nearest in magnitude to the interquartile range of the measured scour depths. None of the medians of scour depths estimated using the seven equations were statistically equal to the median of the measured scour depths at a 0.05 level of significance. However, the Froehlich equation without a safety factor provided the \"best fit\" estimates of the equations considered.
\nContraction scour exceeded local scour by several times in some cases. Total scour of approximately 19 feet, largely becasue of contraction scour, was measured at the Chariton River near Prairie Hill during the flood of July 8, 1993. This large scour was, in part, the result of an accumulation of woody debris de- creasing the bridge-opening area.
\nA bridge on State Highway 32 near Lebanon over North Cobb Creek (drainage area 52.5 square miles) was destroyed during the flood of May 26, 1990. Bridge scour attributable to contraction of the flood flow caused this loss.
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Richard F.","contributorId":60244,"corporation":false,"usgs":true,"family":"Mast","given":"Richard","email":"","middleInitial":"F.","affiliations":[],"preferred":false,"id":176274,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Root, D. 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\"}}]}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4a0ce4b07f02db5fcbfb","contributors":{"authors":[{"text":"Loiselle, M.C.","contributorId":36991,"corporation":false,"usgs":true,"family":"Loiselle","given":"M.C.","email":"","affiliations":[],"preferred":false,"id":230392,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Horn, M.A.","contributorId":92223,"corporation":false,"usgs":true,"family":"Horn","given":"M.A.","email":"","affiliations":[],"preferred":false,"id":230393,"contributorType":{"id":1,"text":"Authors"},"rank":2},{"text":"Medalie, Laura 0000-0002-2440-2149 lmedalie@usgs.gov","orcid":"https://orcid.org/0000-0002-2440-2149","contributorId":3657,"corporation":false,"usgs":true,"family":"Medalie","given":"Laura","email":"lmedalie@usgs.gov","affiliations":[{"id":466,"text":"New England Water Science Center","active":true,"usgs":true}],"preferred":true,"id":230391,"contributorType":{"id":1,"text":"Authors"},"rank":3}]}} ,{"id":28349,"text":"wri944097 - 1994 - Physical, chemical, and biological characteristics of Pueblo Reservoir, Colorado, 1985-89","interactions":[],"lastModifiedDate":"2018-03-22T13:10:52","indexId":"wri944097","displayToPublicDate":"1995-07-01T00:00:00","publicationYear":"1994","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"94-4097","title":"Physical, chemical, and biological characteristics of Pueblo Reservoir, Colorado, 1985-89","docAbstract":"Physical, chemical, and biological characteristics of Pueblo Reservoir are described on the basis of data collected from spring 1985 through fall 1989. Also included are discussions of water quality of the upper Arkansas River Basin and the reservoir as they relate to reservoir operations. Pueblo Reservoir is a multipurpose, main-stem reservoir on the Arkansas River about 6 miles west of Pueblo, Colorado. At the top of its conservation pool, the reservoir is more than 9 miles long and ranges in depth from a few feet at the inflow to about 155 feet at the dam. Pueblo Reservoir derives most of its contents from the Arkansas River, which comprises native and transmountain flow.
With respect to water temperature, the reservoir typically was well mixed to weakly stratified during the early spring and gradually became strongly stratified by May. The strong thermal stratification and underflow of the Arkansas River generally persisted into August, at which time the reservoir surface began to cool and the reservoir subsequently underwent fall turnover. Following fall turnover, the reservoir was stratified to some degree in the shallow upstream part and well mixed in the deeper middle and downstream parts. Reservoir residence times were affected by the extent of stratification present. When the reservoir was well mixed, residence times were as long as several months. During the summer when the reservoir was strongly stratified, reservoir releases were large, and when underflow was the prevalent flow pattern of the Arkansas River, reservoir residence times were as short as 30 days.
Most particulate matter settled from the water column between the inflow and a distance of about 5 miles downstream. On occasions of large streamflows and sediment loads from the Arkansas River, particulate matter was transported completely through the reservoir. Water transparency, as measured with a Secchi disk, increased in a downstream direction from the reservoir inflow. The increase probably was a result of sediment settling from the water column in the upstream part of the reservoir. Secchi-disk depths in December through April were larger than those in May through November. Secchi-disk depths were small between May through August as inflow sediment loads and reservoir biomass increased. In the fall, Secchi-disk depths remained small possibly as the result of resuspension of sediment and detritus within the water column.
Dissolved-oxygen concentrations generally were near supersaturation near the reservoir surface. Dissolved-oxygen concentrations decreased with increasing depth. On several occasions during the summer, dissolved oxygen became completely depleted in the hypolimnion of the downstream part of the reservoir. The most extensive period of anoxia that was measured was in August 1988; the bottom 12 to 30 feet of the downstream end of the reservoir was anoxic. Fall turnover typically resulted in well-oxygenated conditions throughout the water column from September or October through the spring. Values of pH ranged from 7.5 to 9.0 and typically were largest near the surface and decreased with depth.
Dissolved-solids concentrations in the reservoir primarily are affected by dissolved solids in the inflow from the Arkansas River. Concentrations are largest during periods of decreased streamflows, September through April, and decrease with increasing streamflows in May through August. The median dissolved-solids concentration increased from 224 milligrams per liter at the inflow to 262 milligrams per liter at the outflow. However, a statistical analysis of dissolved solids indicated the apparent increase in dissolved-solids concentrations between the inflow and outflow was not significant. Calcium, sulfate, and bicarbonate are the major dissolved ions in Pueblo Reservoir.
Concentrations of the major nutrients, nitrogen and phosphorus, varied within the reservoir because of settling of particulate matter, uptake by phytoplankton near the reservoir surface, and releases from the reservoir bottom sediments. Phosphorus was indicated to be a potentially growth-limiting nutrient in the reservoir because of its relatively small concentrations. During 1986 and 1987, the reservoir retained about 35 percent (359 tons) of the total nitrogen load and about 83 percent (203 tons) of the total phosphorus load. Settling of particulate matter from the water column and uptake by phytoplankton are the major nutrient sinks in the reservoir.
Barium, iron, manganese, and zinc were the major trace elements in Pueblo Reservoir. Traceelement concentrations in the reservoir varied because of seasonality of trace-element concentrations in the Arkansas River, settling of particulate matter, and flux of trace elements from the bottom sediments. The aquatic-life standard in Pueblo Reservoir for total-recoverable iron (1,000 micrograms per liter) and the public water-supply standard for dissolved manganese (50 micrograms per liter) were exceeded on several occasions during the summer. Elevated concentrations of totalrecoverable iron and dissolved manganese in the Arkansas River during summer runoff contributed to exceedances in the upper part of the reservoir. Flux of manganese from the reservoir bottom sediments during periods of low or depleted dissolved-oxygen concentrations contributed to exceedances in the deeper, downstream parts of the reservoir. Concentrations of lead, mercury, and zinc were elevated in the reservoir bottom sediments and may be the result of metal-mine drainage in the upper Arkansas River Basin.
Median concentrations of total organic carbon ranged from 3.1 to 4.5 milligrams per liter in May through September and from 2.5 to 3.5 milligrams per liter in October through April. Totalorganic-carbon concentrations in the reservoir were largest in the summer when streamflows and total-organic-carbon concentrations are largest in the Arkansas River. Total-organic-carbon concentrations in the reservoir decrease downstream from the reservoir inflow because of settling of particulate organic carbon.
Levels of gross-alpha and gross-beta radioactivity generally were relatively low. In 7 of 31 samples collected, dissolved gross-alpha radioactivity, as natural uranium, exceeded 5 picocuries per liter, the level at which additional radiochemical analyses are recommended for drinking-water supplies. Potential sources of uranium in Pueblo Reservoir include weathering of exposed uranium ore deposits in the upper Arkansas River Basin and a uranium milling operation near Canon City.
Phytoplankton densities and biovolumes measured during the winter, spring, and fall generally were indicative of a small to moderate algal biomass. Phytoplankton production tended to be largest during the summer. During the summer, phytoplankton densities and biovolumes generally were indicative of a moderate to large algal biomass. However, excessive algal production and biomass periodically occurred during the spring, summer, and fall. Three species of phytoplankton that are specifically associated with taste-and-odor problems in drinking water were identified on several occasions in water samples collected from Pueblo Reservoir.
Reservoir operations and hydrodynamics can substantially affect processes that affect reservoir water quality. Stratification, underflow, and hypolimnetic withdrawals affect concentrations of dissolved solids, availability of nutrients, and concentrations of metals in the reservoir. Stratification impedes the mixing of epilimnetic and hypolimnetic waters, and the prevalent underflow that occurs during the summer results in a decrease in the potential dilution of inflowing river water with reservoir water. The underflow also decreases the maximum available nutrient load to the euphotic zone, which can, in turn, offset the maximum algal growth potential. Increased dissolved-solids, nutrient, and metal concentrations that occur in the hypolimnion during the summer are partially offset by hypolimnetic withdrawals.
","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri944097","collaboration":"Prepared in cooperation with the Pueblo Board of Water Works, Fountain Valley Authority, Southeastern Colorado Water Conservancy District, Pueblo West Metropolitan District, St. Charles Mesa Water District, and the Bureau of Reclamation","usgsCitation":"Lewis, M.E., and Edelmann, P., 1994, Physical, chemical, and biological characteristics of Pueblo Reservoir, Colorado, 1985-89: U.S. Geological Survey Water-Resources Investigations Report 94-4097, Report: v, 71 p.; 1 Plate: 19.28 x 15.51 inches, https://doi.org/10.3133/wri944097.","productDescription":"Report: v, 71 p.; 1 Plate: 19.28 x 15.51 inches","costCenters":[],"links":[{"id":57155,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1994/4097/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":123858,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1994/4097/report-thumb.jpg"},{"id":352735,"rank":3,"type":{"id":17,"text":"Plate"},"url":"https://pubs.usgs.gov/wri/1994/4097/plate-1.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","state":"Colorado","otherGeospatial":"Pueblo Reservoir","geographicExtents":"{\n \"type\": \"FeatureCollection\",\n \"features\": [\n {\n \"type\": \"Feature\",\n \"properties\": {},\n \"geometry\": {\n \"type\": \"Polygon\",\n \"coordinates\": [\n [\n [\n -104.9,\n 38.22\n ],\n [\n -104.64,\n 38.22\n ],\n [\n -104.64,\n 38.32\n ],\n [\n -104.9,\n 38.32\n ],\n [\n -104.9,\n 38.22\n ]\n ]\n ]\n }\n }\n ]\n}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4ad9e4b07f02db68503b","contributors":{"authors":[{"text":"Lewis, Michael E. mlewis@usgs.gov","contributorId":3849,"corporation":false,"usgs":true,"family":"Lewis","given":"Michael","email":"mlewis@usgs.gov","middleInitial":"E.","affiliations":[],"preferred":true,"id":199643,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Edelmann, Patrick","contributorId":86305,"corporation":false,"usgs":true,"family":"Edelmann","given":"Patrick","affiliations":[],"preferred":false,"id":199644,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":29789,"text":"wri944117 - 1994 - Geologic framework and hydrogeologic characteristics of the Edwards Aquifer outcrop, Comal County, Texas","interactions":[],"lastModifiedDate":"2016-08-16T14:29:30","indexId":"wri944117","displayToPublicDate":"1995-07-01T00:00:00","publicationYear":"1994","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"94-4117","title":"Geologic framework and hydrogeologic characteristics of the Edwards Aquifer outcrop, Comal County, Texas","docAbstract":"All of the hydrogeologic subdivisions within the Edwards aquifer outcrop in Comal County have some porosity and permeability. The most porous and permeable appear to be hydrogeologic subdivision VI, the Kirschberg evaporite member of the Kainer Formation; hydrogeologic subdivision III, the leached and collapsed members, undivided; and hydrogeologic subdivision II, the cyclic and marine members, undivided, of the Person Formation. The two types of porosity in the Edwards aquifer outcrop are fabric selective, which is related to depositional or diagenetic elements and typically exists in specific stratigraphic horizons; and not fabric selective, which can exist in any litho strati graphic horizon. Permeability, the capacity of porous rock to transmit water, depends on the physical properties of the rock such as pore size, shape, distribution, fissuring, and dissolution.
\nTwo faults, Comal Springs and Hueco Springs, completely, or almost completely, offset the Edwards aquifer along much of their respective traces across Comal County. Porous and permeable Edwards aquifer limestone is juxtaposed against impermeable upper confining units in these areas. These faults completely, or almost completely, offset the Edwards aquifer and are thought to be barriers or partial barriers to groundwater flow where the beds are juxtaposed.
\nIn Comal County, the Edwards aquifer is probably most vulnerable to surface contamination in the rapidly urbanizing areas on the Edwards aquifer outcrop. Possible contamination can result from spills, leakage of hazardous materials, or runoff onto the intensely faulted and fractured, karstic limestone outcrops characteristic of the recharge zone.
","language":"English","publisher":"U.S. Geological Survey","publisherLocation":"Austin, TX","doi":"10.3133/wri944117","collaboration":"Prepared in cooperation with the Edwards Underground Water District","usgsCitation":"Small, T.A., and Hanson, J., 1994, Geologic framework and hydrogeologic characteristics of the Edwards Aquifer outcrop, Comal County, Texas: U.S. Geological Survey Water-Resources Investigations Report 94-4117, iii, 10 p., https://doi.org/10.3133/wri944117.","productDescription":"iii, 10 p.","onlineOnly":"N","additionalOnlineFiles":"N","costCenters":[{"id":583,"text":"Texas Water Science Center","active":true,"usgs":true}],"links":[{"id":122764,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1994/4117/report-thumb.jpg"},{"id":58588,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1994/4117/report.pdf","linkFileType":{"id":1,"text":"pdf"}}],"country":"United States","state":"Texas","county":"Comal County","otherGeospatial":"Edwards Aquifer outcrop","geographicExtents":"{\"type\":\"FeatureCollection\",\"features\":[{\"type\":\"Feature\",\"geometry\":{\"type\":\"Polygon\",\"coordinates\":[[[-98.2986,30.0395],[-98.1102,29.9036],[-98.0389,29.8493],[-97.9996,29.7537],[-98.0895,29.6857],[-98.2045,29.6363],[-98.3124,29.5973],[-98.3149,29.6014],[-98.3191,29.6033],[-98.3279,29.6053],[-98.3295,29.6058],[-98.3305,29.6086],[-98.3341,29.6109],[-98.3383,29.6128],[-98.3419,29.6147],[-98.3445,29.6175],[-98.3439,29.623],[-98.3432,29.6303],[-98.3452,29.6345],[-98.3478,29.6381],[-98.3498,29.6423],[-98.3492,29.645],[-98.3475,29.6496],[-98.3464,29.6523],[-98.3479,29.6551],[-98.3516,29.657],[-98.3589,29.6589],[-98.361,29.6603],[-98.3625,29.6631],[-98.364,29.6645],[-98.3677,29.6659],[-98.3724,29.6656],[-98.3772,29.6638],[-98.3793,29.6643],[-98.3803,29.6657],[-98.3833,29.6721],[-98.3842,29.6786],[-98.3826,29.6822],[-98.3794,29.6849],[-98.3783,29.689],[-98.3787,29.6913],[-98.3813,29.6945],[-98.3828,29.6973],[-98.3828,29.7001],[-98.3806,29.7028],[-98.3779,29.7046],[-98.3722,29.705],[-98.3601,29.7048],[-98.3543,29.7047],[-98.3511,29.7051],[-98.3458,29.7101],[-98.3425,29.715],[-98.3419,29.7192],[-98.3424,29.7228],[-98.3449,29.7265],[-98.3527,29.7308],[-98.3559,29.7317],[-98.3606,29.7318],[-98.3638,29.7282],[-98.3676,29.7237],[-98.3734,29.7215],[-98.376,29.7215],[-98.377,29.7261],[-98.3779,29.7316],[-98.3795,29.7348],[-98.3889,29.7345],[-98.3941,29.736],[-98.3978,29.737],[-98.3988,29.7397],[-98.4014,29.7439],[-98.4045,29.7467],[-98.4081,29.7476],[-98.4134,29.7468],[-98.4182,29.7446],[-98.4203,29.7419],[-98.4219,29.7391],[-98.4226,29.7341],[-98.4216,29.73],[-98.4216,29.729],[-98.4253,29.7277],[-98.4279,29.7278],[-98.4296,29.726],[-98.4301,29.7241],[-98.4291,29.7218],[-98.4291,29.7195],[-98.4318,29.7182],[-98.4371,29.7178],[-98.4402,29.7188],[-98.4428,29.7188],[-98.4449,29.7202],[-98.4459,29.723],[-98.4458,29.7276],[-98.4452,29.7326],[-98.4462,29.734],[-98.4499,29.7345],[-98.4546,29.7327],[-98.4588,29.7337],[-98.463,29.7361],[-98.4661,29.7379],[-98.4719,29.7376],[-98.4772,29.7353],[-98.4851,29.735],[-98.5008,29.738],[-98.5086,29.7413],[-98.5122,29.7436],[-98.5143,29.7446],[-98.5196,29.7455],[-98.5238,29.7456],[-98.5254,29.7447],[-98.529,29.7452],[-98.5332,29.7485],[-98.5357,29.7526],[-98.5399,29.7541],[-98.5441,29.7527],[-98.5473,29.7528],[-98.5499,29.7547],[-98.5493,29.756],[-98.5488,29.7565],[-98.5488,29.7592],[-98.5498,29.7602],[-98.5524,29.7606],[-98.5535,29.7602],[-98.5545,29.7588],[-98.5562,29.7566],[-98.5572,29.7557],[-98.5604,29.7534],[-98.5662,29.7526],[-98.5741,29.7504],[-98.5783,29.7495],[-98.5805,29.7473],[-98.5816,29.7445],[-98.5837,29.7432],[-98.5874,29.7446],[-98.59,29.7469],[-98.5936,29.7488],[-98.5983,29.7489],[-98.6015,29.7494],[-98.6051,29.7499],[-98.6052,29.748],[-98.6047,29.7457],[-98.6026,29.7448],[-98.6016,29.7425],[-98.6048,29.7407],[-98.61,29.7399],[-98.6137,29.7395],[-98.6174,29.7409],[-98.6216,29.7423],[-98.6231,29.7428],[-98.6257,29.7437],[-98.6321,29.7429],[-98.6384,29.7416],[-98.6431,29.7403],[-98.6458,29.7403],[-98.6468,29.7426],[-98.6478,29.7477],[-98.4138,29.9442],[-98.2986,30.0395]]]},\"properties\":{\"name\":\"Comal\",\"state\":\"TX\"}}]}","noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e4b0de4b07f02db69f4dd","contributors":{"authors":[{"text":"Small, T. A.","contributorId":105731,"corporation":false,"usgs":true,"family":"Small","given":"T.","email":"","middleInitial":"A.","affiliations":[],"preferred":false,"id":202130,"contributorType":{"id":1,"text":"Authors"},"rank":1},{"text":"Hanson, J.A.","contributorId":41471,"corporation":false,"usgs":true,"family":"Hanson","given":"J.A.","email":"","affiliations":[],"preferred":false,"id":202129,"contributorType":{"id":1,"text":"Authors"},"rank":2}]}} ,{"id":30447,"text":"wri944058 - 1994 - Calibration, verification, and use of a water-quality model to simulate effects of discharging treated wastewater to the Red River of the North at Fargo, North Dakota","interactions":[],"lastModifiedDate":"2018-03-14T16:51:25","indexId":"wri944058","displayToPublicDate":"1995-07-01T00:00:00","publicationYear":"1994","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":342,"text":"Water-Resources Investigations Report","code":"WRI","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"94-4058","title":"Calibration, verification, and use of a water-quality model to simulate effects of discharging treated wastewater to the Red River of the North at Fargo, North Dakota","docAbstract":"A 30.8-mile reach of the Red River of the North receives treated wastewater from plants at Fargo, North Dakota, and Moorhead, Minnesota, and streamflows from the Sheyenne River. A one-dimensional, steady-state, stream water-quality model, the Enhanced Stream Water Quality Model (QUAL2E), was calibrated and verified for summer streamflow conditions to simulate some of the biochemical processes that result from discharging treated wastewater into this reach of the river.
Data obtained to define the river's transport conditions are measurements of channel geometry, streamflow, traveltime, specific conductance, and temperature. Data obtained to define the river's water-quality conditions are measurements of concentrations of selected water-quality constituents and estimates of various reaction coefficients. Most of the water-quality data used to calibrate and verify the model were obtained during two synoptic samplings in August 1989 and August 1990.
The water-quality model simulates specific conductance, water temperature, dissolved oxygen, ultimate carbonaceous biochemical oxygen demand, total nitrite plus nitrate as nitrogen, total ammonia as nitrogen, total organic nitrogen as nitrogen, total phosphorus as phosphorus, and algal biomass as chlorophyll a. Of the nine properties and constituents that the calibrated model simulates, all except algae were verified. When increases in dissolved-oxygen concentration are considered, model sensitivity analyses indicate that dissolved-oxygen concentration is most sensitive to maximum specific algal growth rate. When decreases in dissolved-oxygen concentration are considered, model sensitivity analyses indicate that dissolved-oxygen concentration is most sensitive to point-source ammonia. Model simulations indicate nitrification and sediment oxygen demand consume most of the dissolved oxygen in the study reach.
The Red River at Fargo Water-Quality Model and the verification data set, including associated reaction-coefficient values as input, were used to simulate total ammonia as nitrogen, total nitrite plus nitrate as nitrogen, 5-day carbonaceous biochemical oxygen demand, and dissolved oxygen for water-quality conditions that result from three hypothetical boundary conditions. The model was applied to various combinations of three hypothetical waste loads when the headwater streamflow was either 50 or 75 cubic feet per second, when Fargo's wastewater-treatment plant outflow was either 15 or 37.8 cubic feet per second, and when total ammonia as nitrogen concentration of the outflow was either 5,9, or 15 milligrams per liter. For each hypothetical waste load, at least one water-quality standard for either total ammonia as nitrogen, total nitrite plus nitrate as nitrogen, or dissolved oxygen was contravened, and, for one scenario, all three standards were contravened.
","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/wri944058","usgsCitation":"Wesolowski, E.A., 1994, Calibration, verification, and use of a water-quality model to simulate effects of discharging treated wastewater to the Red River of the North at Fargo, North Dakota: U.S. Geological Survey Water-Resources Investigations Report 94-4058, viii, 143 p., https://doi.org/10.3133/wri944058.","productDescription":"viii, 143 p.","costCenters":[{"id":478,"text":"North Dakota Water Science Center","active":true,"usgs":true},{"id":34685,"text":"Dakota Water Science Center","active":true,"usgs":true}],"links":[{"id":59230,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/wri/1994/4058/report.pdf","linkFileType":{"id":1,"text":"pdf"}},{"id":124074,"rank":0,"type":{"id":24,"text":"Thumbnail"},"url":"https://pubs.usgs.gov/wri/1994/4058/report-thumb.jpg"}],"noUsgsAuthors":false,"publicationStatus":"PW","scienceBaseUri":"4f4e49e6e4b07f02db5e72f1","contributors":{"authors":[{"text":"Wesolowski, Edwin A.","contributorId":14014,"corporation":false,"usgs":true,"family":"Wesolowski","given":"Edwin","email":"","middleInitial":"A.","affiliations":[],"preferred":false,"id":203270,"contributorType":{"id":1,"text":"Authors"},"rank":1}]}} ,{"id":67934,"text":"ha730H - 1994 - Ground Water Atlas of the United States: Segment 7, Idaho, Oregon, Washington","interactions":[{"subject":{"id":67934,"text":"ha730H - 1994 - Ground Water Atlas of the United States: Segment 7, Idaho, Oregon, Washington","indexId":"ha730H","publicationYear":"1994","noYear":false,"chapter":"H","title":"Ground Water Atlas of the United States: Segment 7, Idaho, Oregon, Washington"},"predicate":"IS_PART_OF","object":{"id":68687,"text":"ha730 - 2000 - Ground Water Atlas of the United States","indexId":"ha730","publicationYear":"2000","noYear":false,"title":"Ground Water Atlas of the United States"},"id":1}],"isPartOf":{"id":68687,"text":"ha730 - 2000 - Ground Water Atlas of the United States","indexId":"ha730","publicationYear":"2000","noYear":false,"title":"Ground Water Atlas of the United States"},"lastModifiedDate":"2017-05-30T15:43:48","indexId":"ha730H","displayToPublicDate":"1995-06-01T00:00:00","publicationYear":"1994","noYear":false,"publicationType":{"id":18,"text":"Report"},"publicationSubtype":{"id":5,"text":"USGS Numbered Series"},"seriesTitle":{"id":318,"text":"Hydrologic Atlas","code":"HA","active":false,"publicationSubtype":{"id":5}},"seriesNumber":"730","chapter":"H","title":"Ground Water Atlas of the United States: Segment 7, Idaho, Oregon, Washington","docAbstract":"The States of Idaho, Oregon, and Washington, which total 248,730 square miles, compose Segment 7 of this Atlas. The area is geologically and topographically diverse and contains a wealth of scenic beauty, natural resources, and ground and surface water that generally are suitable for all uses. Most of the area of Segment 7 is drained by the Columbia River, its tributaries, and other streams that discharge to the Pacific Ocean. Exceptions are those streams that flow to closed basins in southeastern Oregon and northern Nevada and to the Great Salt Lake in northern Utah. The Columbia River is one of the largest rivers in the Nation. The downstream reach of the Columbia River forms most of the border between Oregon and Washington. In 1990, Idaho, Oregon, and Washington had populations of 1.0 million, 2.8 million, and 4.9 million, respectively. The more densely populated parts are in lowland areas and stream valleys. Many of the mountains, the deserts, and the upland areas of Idaho, Oregon, and Washington lack major population centers. Large areas of Idaho and Oregon are uninhabited and are mostly public land (fig. 1) where extensive ground-water development is restricted.
Surface water is abundant in Idaho, Oregon, and Washington, though not always available when and where needed. In some places, surface water provides much of the water used for public-supply, domestic and commercial, agricultural (primarily irrigation and livestock watering), and industrial purposes. In arid parts of Segment 7, however, surface water has long been fully appropriated, chiefly for irrigation. Ground water is used when and where surface-water supplies are lacking.
Ground water is commonly available to shallow wells that are completed in unconsolidated-deposit aquifers that consist primarily of sand and gravel but contain variable quantities of clay and silt. Many large-yield public-supply and irrigation wells and thousands of domestic wells are completed in these types of aquifers, generally in areas of privately owned land (fig. 1). In many places, deeper wells produce water from underlying volcanic rocks, usually basalt.
Most irrigation (fig. 2) is on lowlands next to streams and on adjacent terraces. Generally, lowlands within a few miles of a main stream are irrigated with surface water diverted by gravity flow from the main stream or a reservoir and distributed through a system of canals and ditches. In some areas, water is pumped to irrigate lands farther from the stream at a higher altitude. Along the Snake and Columbia Rivers, large pumping systems withdraw billions of gallons of water per day from the rivers to irrigate adjacent uplands that are more than 500 feet higher than the rivers. Elsewhere, irrigation water is obtained from large-capacity wells, where depth to water might exceed 500 feet below land surface.
Aquifers in Idaho, Oregon, and Washington, as in most other States, differ considerably in thickness and permeability, and well yields differ accordingly. Ground-water levels in a few areas have declined as a result of withdrawals by wells. State governments have taken steps to alleviate declines in some areas by enacting programs that either limit the number of additional wells that can be completed in a particular aquifer (Ground-Water Management Area) or prevent further ground-water development (Critical Ground-Water Area).
Segment 7 includes some of the driest parts of the Nation, as well as some of the wettest. Average annual precipitation (1951-80) ranges from less than 10 inches in arid parts of Idaho, Oregon, and Washington to more than 80 inches in the western parts of Oregon and Washington (fig. 3). Most storms generally move eastward through the area. The eastward-moving air absorbs the moisture that evaporates from the Pacific Ocean. As this air encounters the fronts of mountain ranges, it rises, cools, and condenses. Accordingly, the western sides of the mountain ranges receive the most precipitation. Much of the annual precipitation moves directly to streams as overland runoff. Some of the precipitation is returned to the atmosphere by evapotranspiration, which is the combination of evaporation from the surface and transpiration from the plants. A small part of the precipitation infiltrates the soil and percolates downward to recharge underlying aquifers.
Average annual runoff ( 1951-80) in the segment varies considerably (fig. 4), and the distribution of the runoff generally parallels that of precipitation. In the arid and the semiarid parts of Segment 7, most precipitation replenishes soil moisture, evaporates, or is transpired by vegetation. Little is left to maintain streamflow or to recharge aquifers. In the wetter parts, much of the precipitation runs off the land surface to maintain streamflow, and because evaporation is usually less in wetter areas, more water is available to recharge aquifers. Precipitation that falls as snow generally does not become runoff until spring thaws begin. Reservoirs constructed on major streams to mitigate flooding and to store water for irrigation, hydroelectric-power generation, and recreation also affect the timing of runoff. The runoff is stored and subsequently released during drier periods to maintain downstream flow.
","largerWorkTitle":"Ground Water Atlas of the United States","language":"English","publisher":"U.S. Geological Survey","doi":"10.3133/ha730H","isbn":"060776757X","usgsCitation":"Whitehead, R., 1994, Ground Water Atlas of the United States: Segment 7, Idaho, Oregon, Washington: U.S. Geological Survey Hydrologic Atlas 730, 31 p., https://doi.org/10.3133/ha730H.","productDescription":"31 p.","startPage":"H1","endPage":"H31","costCenters":[{"id":518,"text":"Oregon Water Science Center","active":true,"usgs":true}],"links":[{"id":11485,"rank":100,"type":{"id":15,"text":"Index Page"},"url":"https://pubs.usgs.gov/ha/ha730/ch_h/index.html","linkFileType":{"id":5,"text":"html"}},{"id":115244,"rank":300,"type":{"id":11,"text":"Document"},"url":"https://pubs.usgs.gov/ha/730h/report.pdf","text":"Report","size":"65.98 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