Dam, Diversion PRACTICE INTRODUCTION USDA, Natural Resources Conservation Service - Practice Code 348

Total Page：16

File Type：pdf, Size：1020Kb

Dam, Diversion PRACTICE INTRODUCTION USDA, Natural Resources Conservation Service - practice code 348 DEFINITION damaging flows to another watercourse A diversion dam is a structure built to that is more stable or otherwise more divert all or part of the water from a capable of reducing damage. One of the watercourse into another watercourse for more common uses of this practice is conservation purposes. diverting water from a stream or river into PRACTICE INFORMATION a canal used for irrigation purposes. A diversion dam is designed to divert The impacts of a proposed diversion dam water from a watercourse such as a are evaluated to assure water quality, fish waterway or stream into another and wildlife, aesthetics, and other watercourse, irrigation canal, stream, environmental concerns are considered in water-spreading system, or another the design and layout of the structure (s). waterway. The practice is also carefully evaluated to The purpose of the practice is to improve assure compliance with state and local the beneficial use of water, or divert laws concerning natural watercourses. Additional information including design criteria and specifications are in the local NRCS Field Office Technical Guide. Initial Setting: Watercourse Dam, Diversion Dam, Diversion (348) where controlled water 06/22/12 diversion is desired. Start Irrigation Water Conveyance (428 Series) Stable A structure that diverts all or part of the Outlets: Grassed Waterway (412) Irrigation Storage Reservoir water from a waterway or a stream. (436) Underground Outlet (620) Irrigation Regulating Reservoir Redirected water flow (552) Infiltration Outlet (associated treatment) D.2 (+) crop production D.1 (-) Stream flow I.1 (+) Net return to 1.3 (+) Sediments and farmer sediment-borne I.4 (-) Downstream I.6 (+) water I.7 (-) Aquatic I.8 (-) Extent and contaminants flooding temperatures habitat quality quality of riparian and quantity areas I.2 (+) Maintenance of drainage ditches I.5 (+) Stream bank and other structures erosion I.10 (+) Upland I.9 (-) Aesthetic Fish Passage (396) habitat quality of streams fragmentation LEGEND I.11 (-) Quality of Mitigating practice or receiving waters I.13 (-) Wildlife food activity I.12 (-) Fishable and and cover swimmable waters. Associated practice #. Created by practice D. Direct effect C.3 (-) Aquatic and C.1 (+) Income and C.2 (+/-) Public health terrestrial ecosystem I. Indirect effect income stability and safety diversity and function C. Cumulative effect Pathway (+) increase; (-) decrease .

Copy Link

Recommended publications

Newlands Project
MP Region Public Affairs, 916-978-5100, http://www.usbr.gov/mp, February 2016 Mid-Pacific Region, Newlands Project History The Newlands Project was one of the first Reclamation projects. It provides irrigation water from the Truckee and Carson Rivers for about 57,000 acres of cropland in the Lahontan Valley near Fallon and bench lands near Fernley in western Nevada. In addition, water from about 6,000 acres of project land has been transferred to the Lahontan Valley Wetlands near Fallon. Lake Tahoe Dam, a small dam at the outlet of Lake Tahoe, the source of the Truckee Lake Tahoe Dam and Reservoir River, controls releases into the river. Downstream, the Derby Diversion Dam diverts the water into the Truckee Canal and Lahontan Dam, Reservoir, carries it to the Carson River. Other features and Power Plant include Lahontan Dam and Reservoir, Carson River Diversion Dam, and Old Lahontan Dam and Reservoir on the Carson Lahontan Power Plant. The Truckee-Carson River store the natural flow of the Carson project (renamed the Newlands Project) was River along with water diverted from the authorized by the Secretary of the Interior Truckee River. The dam, completed in 1915, on March 14, 1903. Principal features is a zoned earthfill structure. The reservoir include: has a storage capacity of 289,700 acre-feet. Old Lahontan Power Plant, immediately below Lahontan Dam, has a capacity of Lake Tahoe Dam 42,000 kilowatts. The plant was completed in 1911. Lake Tahoe Dam controls the top six feet of Lake Tahoe. With the surface area of the lake, this creates a reservoir of 744,600 acre- Truckee Canal feet capacity and regulates the lake outflow into the Truckee River.
[Show full text]
Leasburg Diversion Dam Flows Along the Rio Grande River About a Mile and a Half Northwest of Fort Selden Historic Site
H. Davis with the U.S. military was Explore History, Where It Happened surveying the area for use as a military Visit New Mexico Historic Sites and explore the state’s most important places. post. These seven historic sites and one historic property highlight the traditions and Today, the Diversion Dam is part of culture of New Mexico. It is an experience LEASBURG Leasburg Dam State Park, designated a you won’t forget. state park in 1971. DIVERSION DAM Help Preserve Fort Selden Help us preserve Fort Selden by becoming a site volunteer or by making a designated gift to the Museum of NM Foundation for the Fort’s preservation and interpretation. 100% of your gifts will be used to support Fort Selden. Become a Friend of Fort Selden Join other community members as we work to form a non-profit group to support the Fort. Call us for more information at 575-202-1638. The Leasburg Diversion Dam flows along the Rio Grande River about a mile and a half northwest of Fort Selden Historic Site. This diversion dam is vitally important to the region because water is one of New Mexico’s most important commodities. For thousands of years the Rio Grande has been a source of water for travelers, settlers, and livestock and provided water for crop irrigation. Fort Selden Historic Site However, the Rio Grande is an extremely powerful force of nature. It 1280 Ft. Selden Rd. Radium Springs, NM 88054 is a naturally moving river whose path changes on an almost yearly basis. Phone (575) 526-8911 Regional Office: (575) 202-1638 nmhistoricsites.org In the mid-19th century, settlers in the two flood controls in Picacho North and through to the Juarez Valley can have Upper Mesilla Valley were looking for Picacho South; and diversion dams access to water when needed.
[Show full text]
6 Hedge Canal Diversion Dam Daly Ditches Irrigation District
6HedgeCanalDiversionDam DalyDitchesIrrigationDistrict ProjectDescription DalyDitchesIrrigationDistrict[DDID][Hamilton] wastherecipientof$290,000inAmericanRein vestmentandRecoveryAct[ARRA]fundsin 2009.Thisfundingwasusedtoreplaceanaged timberdiversiondamontheBitterrootRiver southofHamilton. Thisprojectconsistedofreplacingtheexisting timberframediversiondamwithamoresolid damconsistingofa6’vertical,subsurfacecon cretewallsupportinga6’verticalgroutedrock wall.Thisnewstructureservedtostabilizethe riverbankatitsinterfacewithacanaladjacentto theBitterrootRiver,bypassinganuphillspring runningbeneaththecanal,thusenablingcontin uedfunctioningofthedam. Figure61–Largeboulderswereplacedandgroutedtogetheratthe Thenew,replacementdiversiondamprevents siteoftheformer,decayingdam.[Photo:PropertyofMorrison fishentrainmentwhileencouragingfishpassage. MaierleInc.] Previousfailuresofthediversiondamhavere sultedinalossofirrigationwatersto41%ofthe irrigationdistrict. History DDIDwasfoundedbyMarcusDalyinthelate 1800sandincludestheHedgeCanalDiversion Dam.Thiscanalwasconstructedadjacenttoand uphilloftheBitterrootRiverintheearly1900s. Uponitsconstruction,itwasexpectedtofunc tionfor50to75years.Sinceitsconstruction,a springhasdevelopeduphillfromthecanal,which hasservedtocausesignificantweakeningofthe canalbankbetweentheriverandthecanal.An additionaldetrimenttotheoriginaldiversion damhasbeenthecontinuederosionoftheriver bank,duetoriverfluctuationsincombination Figure62–Boulderplacementaccuracyhelpedtoensurethelon withanunstablebank.Thiserosionhascontrib gevityofthereplacementdam.[Photo:PropertyofMorrisonMaierle
[Show full text]
Rio Grande Project
Rio Grande Project Robert Autobee Bureau of Reclamation 1994 Table of Contents Rio Grande Project.............................................................2 Project Location.........................................................2 Historic Setting .........................................................3 Project Authorization.....................................................6 Construction History .....................................................7 Post-Construction History................................................15 Settlement of the Project .................................................19 Uses of Project Water ...................................................22 Conclusion............................................................25 Suggested Readings ...........................................................25 About the Author .............................................................25 Bibliography ................................................................27 Manuscript and Archival Collections .......................................27 Government Documents .................................................27 Articles...............................................................27 Books ................................................................29 Newspapers ...........................................................29 Other Sources..........................................................29 Index ......................................................................30 1 Rio Grande Project At the twentieth
[Show full text]
Algorithms for Automatic Control Diversion Dams
• - --·--. - . e ALGORITHMS FOR AUTOMATIC CONTROL OF DIVERSION DAMS by Clark P. Buyalski UNITED STATES DEPARTMENT OF THE INTERIOR Bureau of Reclamation Engineering and Research Center Denver, Colorado A paper to be presented at the ASCE Water Forum '86, "World Water Issues in Evolution," August 4-6,1986, Long Beach, California. .#'· ALGORITHMS FOR AUTOMATIC CONTROL OF DIVERSION DAMS by Clark P. Buyalski, P. E., M. ASCE 1/ ASCE Water Forum '86 "World Water Issues in Evolution" August 4-6, 1986 Long Beach, California 1/ Research Hydraulic Engineer, Engineering and Research Center, D-1531, Bureau of Reclamation, PO Box 25007, Denver Federal Center, Denver CO 80225. • ALGORITH~1S FOR AUTOMATIC CONTROL OF DIVERSION DAt~S by Clark P. Buyalski l/, P. E., M. ASCE ABSTRACT The nature of the upstream river inflow to a reservoir of a typical diversion dam determines how the releases downstream are made. River inflow can be (1) intermittent or (2) continuous with a wide variation in magnitude. The application of local automatic control for the releases from a diversion dam that has intermittent river inflow is limited. For this case, it is better to install a remote monitoring system and make the releases by manual operation. The diversion dam that has a continuous river inflow can utilize onsite control algorithms for the local automatic regulation of the releases downstream. This paper discusses the typical diversion dam and the two basic operational concepts. The criterion for selecting a remote monitoring-manual operated system versus a local automatic controlled system is included. The general concept of the remote monitoring system and the design of a practical local automatic controller are then discussed and a summary is provided.
[Show full text]
Upper San Joaquin River Basin Storage Investigation Draft
Chapter 11 Geology and Soils This chapter describes the affected environment for geology and soils, as well as potential environmental consequences and associated mitigation measures, as they pertain to implementing the alternatives. This chapter presents information on the primary study area (area of project features, the Temperance Flat Reservoir Area, and Millerton Lake below RM 274). It also discusses the extended study area (San Joaquin River from Friant Dam to the Merced River, the San Joaquin River from the Merced River to the Delta, the Delta, and the CVP and SWP water service areas). Affected Environment This section describes the affected environment related to geology, geologic hazards, erosion and sedimentation, geomorphology, mineral resources, soils, and salts. Where appropriate, geology and soils characteristics are described in a regional context, including geologic provinces, physiographic regions, or other large-scale areas, with some area-specific geologic maps and descriptions of specific soil associations. Geology This section describes the geology of the primary and extended study areas. Primary Study Area A description of the surficial geologic units encountered in the primary study area is presented in Table 11-1. Geologic maps of the primary study area and the area of project features are presented in Figure 11-1 and Figure 11-2, respectively. Draft – August 2014 – 11-1 Upper San Joaquin River Basin Storage Investigation Environmental Impact Statement Table 11-1. Description of Surficial Geologic Units of the Primary Study Area Geologic Map of Millerton Lake Quadrangle, West-Central Sierra Nevada, California1 Formation Surficial Deposits General Features Abbreviation Plutonic rocks characterized by undeformed blocky hornblende prisms as long as 1 cm and by biotite books as Tonalite of Blue Canyon much as 5 mm across.
[Show full text]
Dha Ne Diversion Dam Site
6/20/2011 Dha Ne Diversion Dam Site East Paktika Direction of Stream Flow Facing Northwest Facing Northeast Facing North 1 6/20/2011 Direction of Stream Flow Intake Canal Main Irrigation Canal Facing East Facing Northeast Intake Canal Direction of Stream Flow Facing Southeast Facing South West End of Diversion Dam 2 6/20/2011 Direction of Stream Flow Diversion Dam Facing West Direction of Stream Flow East end of Diversion Dam West end of Diversion Dam Facing Northeast Intake Canal 3 6/20/2011 Hybati Reservoir East Paktika Direction of Stream Flow Facing North Primary source water for Hybati Reservoir 4 6/20/2011 Direction of Stream Flow Facing East Primary source water for Hybati Reservoir Direction of Stream Flow Facing South Primary source water for Hybati Reservoir 5 6/20/2011 Direction of Stream Flow High Ground forms center of Dam South End of Dam North End of Dam Facing West Primary source water for Hybati Reservoir South End of Dam Direction of Stream Flow North Rock outcrop at confluence Facing West Primary source water at confluence of three streams 6 6/20/2011 Wider View Facing West Primary source water at confluence of three streams Direction of Stream Flow Facing Southeast to North of main source stream 7 6/20/2011 Improvised Gate dug at North end to allow water to High Ground the two side of dam were built into. flow from the north part of reservoir North part of reservoir cannot drain into the south side where the flood gate was built Center of Dam facing North Center of Dam facing Northeast Direction of Stream Flow Ridge Line center of dam Not pictured is mechanical gate that feeds the main irrigation canal for the Hybati Village at a certain depth of water only the southern body of water can flow through the gate as the northern part is cut off by the high ground that the dame is built into.
[Show full text]
St Mary Diversion Dam & Canal Headworks Sherburne Dam & Lake
4 St Mary Canal Halls Coulee Siphon 1 Sherburne Dam & Lake Sherburne 2 St Mary Diversion Dam & Canal Headworks 3 St Mary Canal - River Siphon 5 St Mary Canal Drop Structure The St. Mary Supply System and the greater Milk River Project M Cypress Hills ilk Prov. Park Wa Lethbridge Cypress Hills ters Prov. Park . he k r d e C . e B S A S K A T C H E W A N r r e C C t o a s u i ll r nd v e a er e ry St. Mary Canal detail (U.S.) Riv a B w m y D r r a i lo a k t a g e t F n M Kilometers l e o Eastend . e Cypress r C Eastend 4 t Res. 2 A L B E R T A S C 0 10 20 30 Merryfat Lake CANADA F St. Mary Battle Ravenscrag ren Reservoir Magrath 0 10 20 Creek ek ch UNITED STATES OF AMERICA Cre Oxara m 21 a D Milk Wa M n r Miles Robsart e ter M O N T A N A y n s Middle i h e r n l S d 13 r e C Huff Lake i a a e t d v a Creek Res. v e n . na Ri d i M a l A L B E R T A l dian d 18 C a e r M B C y C ilk n L B R anal Wate a o r y rs u d C r 5 h r g .
[Show full text]
Appendix J Feather River Water Temperature Model
OCAP BA Appendix J Appendix J Feather River Water Temperature Model This appendix documents the Feather River Water Temperature model development, calibration, and internal computation procedures. Purpose The Feather River water temperature model was developed to support of the Federal Energy Regulatory Commission (Commission) hydropower licensing of the Oroville Facilities. The model was simulated water temperature within the complex and in the Feather River to the confluence with the Sacramento River for use in analysis of the Oroville Facilities’ temperature management capabilities, and to support fishery impact analysis. Oroville Facilities Description The Oroville Facilities are a physically and operationally complicated system. Oroville Reservoir releases water through a main intake structure with adjustable stop logs or shutters; allowing release from different elevations within the reservoir through the Hyatt Pumping-Generating Plant where the water is used to generate electricity. Because of power operations, releases are made on a peaking basis: up to 17,500 cubic feet per second (cfs) when power is in high demand (on-peak) with little or no release the remainder of the day (off-peak). The water that flows through the Hyatt Pumping- Generating Plant is discharged into the Thermalito Diversion Pool where the flows are diverted into either theThermalito Forebay, the Feather River Fish Hatchery, or the Low Flow Channel. From the Thermalito Forebay, flows can be diverted into either several canals or released through the Thermalito Pumping–Generating Plant to the Thermalito Afterbay. From the Thermalito Afterbay, flows can be diverted into several canals or released to the Feather River. Both the Thermalito Pumping-Generating Plant and the Hyatt Pumping-Generating Plant can operate in a pumpback mode, moving water from the Thermalito Afterbay into the Thermalito Forebay through the Thermalito Pumping- Generating Plant, Thermalito Diversion Pool, and finally back into Oroville Reservoir through the Hyatt Pumping-Generating Plant.
[Show full text]
Middle Rio Grande Project, New Mexico,” Vol
Middle Rio Grande Project Andrew H. Gahan Historic Reclamation Projects Bureau of Reclamation May 2013 Table of Content Table of Content .............................................................................................................................. i Middle Rio Grande Project ............................................................................................................. 1 Introduction ................................................................................................................................. 1 Project Location .......................................................................................................................... 1 Historic Setting ............................................................................................................................ 2 Project Authorization .................................................................................................................. 8 Project Construction .................................................................................................................. 12 Post Construction ...................................................................................................................... 17 Use of Project Water ................................................................................................................. 19 Conclusion ................................................................................................................................. 23 Bibliography ................................................................................................................................
[Show full text]
Cvp Overview
Central Valley Project Overview Eric A. Stene Bureau of Reclamation Table Of Contents The Central Valley Project ......................................................2 About the Author .............................................................15 Bibliography ................................................................16 Archival and Manuscript Collections .......................................16 Government Documents .................................................16 Books ................................................................17 Articles...............................................................17 Interviews.............................................................17 Dissertations...........................................................17 Other ................................................................17 Index ......................................................................18 1 The Central Valley Project Throughout his political life, Thomas Jefferson contended the United States was an agriculturally based society. Agriculture may be king, but compared to the queen, Mother Nature, it is a weak monarch. Nature consistently proves to mankind who really controls the realm. The Central Valley of California is a magnificent example of this. The Sacramento River watershed receives two-thirds to three-quarters of northern California's precipitation though it only has one-third to one-quarter of the land. The San Joaquin River watershed occupies two- thirds to three-quarter of northern California's land,
[Show full text]
St. Mary Diversion and Conveyance Facilities
St. Mary Diversion and Conveyance Facilities Points of Interest 1: Lake Sherburne Dam and Reservoir Sherburne Dam is a compacted earthfill structure 107 feet in height with a crest length of 1,086 feet. Construction began in 1914 and was completed in 1919. A total storage capacity of 68,080 acre-feet is provided in Lake Sherburne. Reservoir water surfaces are controlled by operation of the two 4- by 5-foot high-pressure gates, which permit a discharge of 2,100 cubic feet per second at an elevation of 4788.0 ft. At water surface elevations above 4788.0 ft, water flows over the crest of the overflow spillway and the discharge through the outlet works. Maximum discharge through the outlet works conduit at an elevation of 4809.2 ft is 4,200 cubic feet per second. In 1982, the dam embankment was raised to crest elevation 4814.5 using the reinforced earth concept to provide additional surcharge to safely pass the inflow design flood. Stored water is released to Swiftcurrent Creek during the irrigation season and diverted to the North Fork of the Milk River by the St. Mary Diversion Facilities. Water is also released from Lake Sherburne to satisfy the United States’ obligations to Canada under Article VI of the Boundary Waters Treaty (1909). Operational constraints of the existing outlet gates prevent the US Bureau of Reclamation from releasing low flows during the winter months. As a result, Swiftcurrent Creek dries up and important wintering habitat for the threatened bull trout (Salvelinus confluentus) is lost. The Blackfeet Tribe and US Bureau of Reclamation have been working to resolve the issue for a number of years.
[Show full text]