Gullies and Sediment Yield
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Section 1135 Ecosystem Restoration Study
U.S. Army Corps of Engineers, Omaha District Section 1135 Ecosystem Restoration Study Integrated Feasibility Report and Environmental Assessment Southern Platte Valley Denver, Colorado June 2018 South Platte River near Overland Pond Park TABLE OF CONTENTS 1. INTRODUCTION .......................................................................................................... 1 1.1. STUDY AUTHORITY ............................................................................................ 1 1.2. STUDY SPONSOR AND CONGRESSIONAL AUTHORIZATION ................... 1 1.3. STUDY AREA AND SCOPE ................................................................................. 1 2. PURPOSE, NEED AND SIGNIFICANCE .................................................................... 3 2.1. NEED: PROBLEMS AND OPPORTUNITIES ...................................................... 4 2.2. PURPOSE: OBJECTIVES AND CONSTRAINTS ................................................ 7 2.3. SIGNIFICANCE ...................................................................................................... 8 3. CURRENT AND FUTURE CONDITIONS ................................................................ 16 3.1. PLANNING HORIZON ........................................................................................ 16 3.2. EXISTING CONDITIONS .................................................................................... 16 3.3. PREVIOUS STUDIES .......................................................................................... 17 3.4. EXISTING PROJECTS -
Jefferson County, Colorado, and Incorporated Areas
VOLUME 1 OF 8 JEFFERSON COUNTY, Jefferson County COLORADO AND INCORPORATED AREAS Community Community Name Number ARVADA , CITY OF 085072 BOW MAR, TOWN OF * 080232 EDGEWATER, CITY OF 080089 GOLDEN, CITY OF 080090 JEFFERSON COUNTY 080087 (UNINCORPORATED AREAS) LAKESIDE , TOWN OF * 080311 LAKEWOOD, CITY OF 085075 MORRISON, TOWN OF 080092 MOUNTAIN VIEW, TOWN OF* 080254 WESTMINSTER, CITY OF 080008 WHEAT RIDGE , CITY OF 085079 *NO SPECIAL FLOOD HAZARD AREAS IDENTIFIED REVISED DECEMBER 20, 2019 Federal Emergency Management Agency FLOOD INSURANCE STUDY NUMBER 08059CV001D NOTICE TO FLOOD INSURANCE STUDY USERS Communities participating in the National Flood Insurance Program have established repositories of flood hazard data for floodplain management and flood insurance purposes. This Flood Insurance Study may not contain all data available within the repository. It is advisable to contact the community repository for any additional data. Part or all of this Flood Insurance Study may be revised and republished at any time. In addition, part of this Flood Insurance Study may be revised by the Letter of Map Revision process, which does not involve republication or redistribution of the Flood Insurance Study. It is, therefore, the responsibility of the user to consult with community officials and to check the community repository to obtain the most current Flood Insurance Study components. Initial Countywide FIS Effective Date: June 17, 2003 Revised FIS Dates: February 5, 2014 January 20, 2016 December 20, 2019 i TABLE OF CONTENTS VOLUME 1 – December -
Rainfall Thresholds for Flow Generation in Desert Ephemeral
Water Resources Research RESEARCH ARTICLE Rainfall Thresholds for Flow Generation 10.1029/2018WR023714 in Desert Ephemeral Streams 1 1 2 1 Key Points: Stephanie K. Kampf G!), Joshua Faulconer , Jeremy R. Shaw G!), Michael Lefsky , Rainfall thresholds predict 3 2 streamflow responses with high Joseph W. Wagenbrenner G!), and David J. Cooper G!) accuracy in small hyperarid and 1 2 semiarid watersheds Department of Ecosystem Science and Sustainability, Colorado State University, Fort Collins, Colorado, USA, Department 3 Using insufficient rain data usually of Forest and Rangeland Stewardship, Colorado State University, FortCollins, Colorado, USA, USDA Forest Service, Pacific increases threshold values for larger Southwest Research Station, Arcata, California,USA watersheds, leading to apparent scale dependence in thresholds Declines in flow frequency and Rainfall thresholds for streamflow generation are commonly mentioned in the literature, but increases in thresholds with drainage Abstract area are steeper in hyperarid than in studies rarely include methods for quantifying and comparing thresholds. This paper quantifies thresholds semiarid watersheds in ephemeral streams and evaluates how they are affected by rainfall and watershed properties. The study sites are in southern Arizona, USA; one is hyperarid and the other is semiarid. At both sites rainfall and 3 2 2 Supporting Information: streamflow were monitored in watersheds ranging from 10- to 10 km . Streams flowed an average of 0-5 • Supporting Information 51 times per year in hyperarid watersheds and 3-11 times per year in semiarid watersheds. Although hyperarid sites had fewer flow events, their flow frequency (fraction of rain events causing flow) was higher than in Correspondence to: 2 semiarid sites for small ( < 1 km ) watersheds. -
Gully Migration on a Southwest Rangeland Watershed
Gully Migration on a Southwest Rangeland Watershed Item Type text; Article Authors Osborn, H. B.; Simanton, J. R. Citation Osborn, H. B., & Simanton, J. R. (1986). Gully migration on a Southwest rangeland watershed. Journal of Range Management, 39(6), 558-561. DOI 10.2307/3898771 Publisher Society for Range Management Journal Journal of Range Management Rights Copyright © Society for Range Management. Download date 25/09/2021 03:08:17 Item License http://rightsstatements.org/vocab/InC/1.0/ Version Final published version Link to Item http://hdl.handle.net/10150/645347 Gully Migration on a Southwest Rangeland Watershed H.B. OSBORN AND J.R. SIMANTON Abstract Most rainfall and almost all runoff from Southwestern range- on gully erosion is from farmlands, rather than rangelands. lands are the result of intense summer thunderstorm null. Gully The southeastern Arizona geologic record indicates gullying has growth and headcutting are evident throughout the region. A occurred in the past, but the most recent intense episode of acceler- large, active headcut on a Walnut Gulch subwatershed has been ated gullying appears to have begun in the 1880’s (Hastings and surveyed at irregular intervals from 1966 to present. Runoff at the Turner 1965). Gullies in the 2 major stream channels of southeast- headcut was estimated using a kinematic cascade rainfall-runoff ern Arizona, the San Pedro and Santa Cruz Rivers, began because model (KINEROS). The headcut sediment contribution was about of man’s activities in the flood plains and were accelerated by 25% of the total sediment load measured downstream from the increased runoff from overgrazed tributary watersheds. -
495 Unique Replogle Flume Installations at The
UNIQUE REPLOGLE FLUME INSTALLATIONS AT THE TRUCKEE CARSON IRRIGATION DISTRICT Stuart Styles1 Brandon Downing2 Walter Winder3 ABSTRACT The Water Measurement Program (WMP) for Truckee Carson Irrigation District (TCID) began in 1997, when the Irrigation Training and Research Center (ITRC) of Cal Poly State University was asked to develop a volumetric measurement plan for TCID, funded by the U.S. Bureau of Reclamation, Mid-Pacific Region. This program was intended to develop and install reasonably accurate turnout delivery measurement techniques in the district. As part of the WMP, TCID was required to install a number of new open- channel measurement devices. TCID opted for the Replogle flume as its primary flow measurement device using the newly developed WinFlume computer program. A few key problems prevented TCID from using the typical Replogle flume design that is used in most irrigation districts. For example, the majority of flow measurement sites were to be installed in earthen channels. In addition, the head loss available at each of the sites was relatively small for this type of structure. This required a new design where the cross section and the ramp portion of the flume had to be incorporated in the same construction package. The process used in the design and the unique aspects of construction used on these projects are documented in this paper. INTRODUCTION With demand on worldwide water supplies continually increasing, it is necessary to find ways to both improve the efficiency of its use as well as promote conservation. In order to achieve these simultaneous goals, good water management is required that relies on effective and practical flow measurement. -
Horse Gulch Management Plan
Horse Gulch Management Plan Approved by City of Durango Parks and Recreation Advisory Board: May 8, 2013 Approved by City of Durango Natural Lands Preservation Advisory Board: May 13, 2013 Updated Management Plan Adopted by Natural Lands Preservation Advisory Board May 6, 2019 This updated 2019 Horse Gulch Management Plan replaces the 2013 Horse Gulch Management Plan in full. I. INTRODUCTION Horse Gulch is part of a large open space and recreational area that includes the City of Durango SkyRidge open space, adjacent to the Bureau of Land Management (BLM) Skyline and Grandview Ridge properties, as well as trail corridors passing through privately owned lands proposed to become the future Durango Mesa Park and recreation amenities. La Plata County is a 1/3 owner of 240 acres in Horse Gulch. This entire landscape encompasses more than 5,123 acres and is home to the Telegraph and Horse Gulch Trail System—an approximately 60-mile natural surface trail network that is used extensively for non-motorized activities such as hiking, trail running, horseback riding, and mountain biking. While the open space in Horse Gulch and SkyRidge remain open year round to public use, the BLM Grandview Ridge is subject to seasonal closures for big game habitat protection. City-owned open space in the area, including Horse Gulch, Raider Ridge and SkyRidge encompass 1,518.76 acres and includes approximately 25 miles of natural-surface trails. In total, 705 acres, or approximately 46 percent, is under conservation easement held by the La Plata Open Space Conservancy to protect recreational values and wildlife habitat. -
Merced River Hiking
PACIFIC SOUTHWEST REGION Restoring, Enhancing and Sustaining Forests in California, Hawaii and the Pacific Islands Sierra National Forest Hiking the South fork of the Merced River Bass Lake Ranger District Originating from some of the highest ranges in Bicycles and horses are not allowed on the trail. As the Sierra, the Merced River begins its journey you meander along the trail, you will discover the from Mt. Hoffman and Tenaya Lake on the north, remains of the old Hite Mine that produced over $3 the Cathedral range on the east and the Mt. Ray- million in gold and a gold mining town that once mond area south of Yosemite. It has two stood on the banks of the river. Please remember branches: the main fork and the south fork. The that historic and prehistoric artifacts are not to be main fork flows through the Sierra National For- disturbed or removed as they are protected by est and Yosemite Valley. The South Fork flows law. Violators will be prosecuted. through Wawona, winding its way through the Sierra National Forest to Hite Cove where it joins DEVIL GULCH the main river at Highway 140. Road (3S02) to the South Fork of the Merced River. This section of the trail is 2.5 miles long and HITE COVE TRAIL fairly easy to hike. Dispersed campsites are at Devil A spectacular early spring wildflower display is Gulch, the river and Devil Gulch Creek both need to along the Hite Cove Trail from February to be forded in order to continue on the trail. Caution April, with over 60 varieties of wildflowers along during high water spring runoff. -
Flume Test Simulation and Study of Salt and Fresh Water Mixing Influenced by Tidal Reciprocating Flow
water Article Flume Test Simulation and Study of Salt and Fresh Water Mixing Influenced by Tidal Reciprocating Flow Weiyi Xia *, Xiaodong Zhao, Riming Zhao and Xinzhou Zhang Key Laboratory of Port, Waterway and Sedimentation Engineering of the Ministry of Transport, Nanjing Hydraulic Research Institute, Nanjing 210029, China; [email protected] (X.Z.); [email protected] (R.Z.); [email protected] (X.Z.) * Correspondence: [email protected]; Tel.: +86-1381-306-6839 Received: 19 February 2019; Accepted: 18 March 2019; Published: 20 March 2019 Abstract: The salt-fresh water mixing is one of the basic topics of estuarine dynamics research. In partially mixed and highly stratified mixed estuaries, the structure of stratified flow is complicated by density gradient and tidal reciprocating flow. The velocity and salinity structures have been experimentally studied in a flume which is 167.8 m long, 0.5 m wide, and 0.5 m deep. The processes of the tidal levels, the flood and ebb current, and the salt-fresh water mixing have been simulated. Furthermore, the partially mixed and highly stratified mixed types have been repeatability showed in the flume, by solving the problems of experiment control and saltwater recycling. The control variable method has been used to dialectically analyze the influence of tidal range and runoff volume on the velocity and salinity distribution. The tide and runoff are respectively considered to affect the mixing type in two contradictory ways. In the condition of tidal reciprocating flow, the periodical change of interface stability has been investigated. It is considered that the interface stability is closely related to the vertical gradient of density and velocity. -
Restoration Opportunities at Tributary Confluences: Critical Habitat Assessment of the Big Chico Creek/Mud Creek/Sacramento River Confluence Area
Restoration Opportunities at Tributary Confluences: Critical Habitat Assessment of the Big Chico Creek/Mud Creek/Sacramento River Confluence Area A report to: The Nature Conservancy, Sacramento River Project1 By: Eric M. Ginney2 Bidwell Environmental Institute, California State University, Chico December 2001. 1Please direct correspondence to: TNC, Sac. River Project Attn: D. Peterson 505 Main Street, Chico CA 95928 [email protected] 2Bidwell Environmental Institute CSU, Chico, Chico, CA 95929-0555 [email protected] Cover: An abstract view of the Sacramento River, looking upstream. Big Chico Creek enters from the east, in the lower portion of the image. Photograph and image manipulation by the author. Table of Contents Section I Study Purpose, Methods, and Objectives 1 Purpose 1 Methods and Objectives 2 Section II Tributary Confluences: Restoration 3 Opportunities Waiting to Happen Ecological Importance of Tributary Confluences and 3 Adjacent Floodplain Importance of Sacramento River Confluence Areas in 5 Collaborative Restoration Efforts Conservation by Design 7 Site-Specific Planning 8 Section III Critical Habitat Identification and Analysis 10 of Physical Processes Location and Description of Study Area 10 Landscape Level 10 Historic Conditions of Study Area and Changes 10 Through Time Current Conditions and Identification of Critical Habitat 16 Hydrologic Data 16 Soils 17 Hydro-geomorphic Processes 17 Site-Level Description: Singh Orchard Parcel 18 On-The-Ground Observations: Singh Parcel 19 Critical Habitat for Species of Concern -
Project Narrative Saddle Gulch Subdivision 628 31 ½ Road Major Subdivision Plan
Project Narrative Saddle Gulch Subdivision 628 31 ½ Road Major Subdivision Plan Purpose/ Description: The purpose of this application is to obtain approval from Mesa County on a 5.46-acre residential subdivision located along 31 ½ Road and approximately ¼ mile north of Patterson Road. The proposed subdivision will consist of nineteen (19) single-family lots that range in size from approximately 8,000 square feet to 12,000 square feet with a density of 3.481 dwelling units per acre. The location of the project site is depicted below: Project Site Saddle Rock 31 ½ Road Site Location Map The subject property consists of approximately 5.46 acres that lies just east of 31 ½ Road and ¼ mile north of Patterson Road. 31 ½ Road makes up the properties west boundary, Price Ditch right-of-way makes up the south boundary, large-lot single family lots make up the north boundary and Saddle Rock Subdivision makes up the east boundary. Development of the property will consist of creating nineteen (19) single-family lots and extending Saddle Gulch Drive through the development to intersect with 31 ½ Road. The developments access is proposed from 31 ½ Road and Saddle Gulch Drive to the east. The 31 ½ Road access is located approximately 158-feet north of Dublin Way, 770-feet north of Kay Street and south of an Austin Civil Group, Inc. Page 1 of 5 Project Narrative Saddle Gulch Subdivision 628 31 ½ Road Major Subdivision Plan existing private driveway and Arrowhead Drive approximately 156-feet and 586-feet, respectively. The majority of the property is pasture land and surrounds parcel 624 31 ½ Road that is not part of the project. -
Upper Ingram Gulch Restoration Project Fourmile Watershed Coalition Colorado Watershed Restoration January 2020 Board Meeting
Upper Ingram Gulch Restoration Project Fourmile Watershed Coalition Colorado Watershed Restoration January 2020 Board Meeting Program Application DETAIL S Total Project Cost: $350,116 Colorado Watershed $100,116 Restoration Program Request: Recommended amount: $256,707 Other CWCB Funding: $0 Other Funding Amount: $250,000 Applicant Match: $0 Project Type(s): Engineering Design and Construction LOCATIO N Project Category: Watershed Restoration County/Counties: Boulder Measurable Result: 1,392 CY of mine waste removed. Drainage Basin: South Platte 3,300 Linear Feet restored. 5,000 containers planted (riparian plants). Since 2015, the Fourmile Watershed Coalition has been awarded 7.3 million dollars in state and federal grant funds primarily for flood recovery and stream restoration planning and construction projects. These projects include three planning projects, eight watershed/stream restoration projects and staff capacity funds. Currently, the Coalition is expanding into the Boulder Creek watershed and expanding programing into forest health and resiliency. All projects have been multi-objective and incorporated the priorities of multiple agencies and landowners. The Upper Ingram Restoration Project proposes to prioritize, design and implement multiple smaller scale mine remediation projects within Ingram Gulch. This work will build upon ongoing and completed projects in Ingram Gulch that are incrementally improving water quality by decreasing sediment loading downstream. High sediment yields are due to increased erosion from gullying in the upper watershed as well as dozens of mine waste piles exposed during the Fourmile Fire. The primary objectives with the mine waste design is increased stabilization of the piles by encouraging vegetation growth through grading, soil amendments and native seeding and planting. -
San Juan River Reserved Campsite Descriptions and Map
San Juan River Reserved Campsite Descriptions and Map Conditions and group size suitability are subject to change. SLICKHORN A: river right; maximum group size 25; 17.5 miles from Clay Hills take-out Slickhorn A is a medium campsite at the mouth of a small drainage. The campsite is approximately ½ mile from the mouth of Slickhorn Canyon. There is a trail to the canyon, but depending on river and weather conditions, it can be a difficult walk, especially for small children. However, the distance from the canyon usually insures more privacy. There are few trees for shade, but the sun drops below the opposite cliff fairly early. SLICKHORN B: river right; maximum group size 25; 17 miles from Clay Hills take-out Slickhorn B is a large campsite just upriver from the mouth of Slickhorn Canyon, providing easy access for hiking. There is little shade, with tent sites scattered among boulders. The trail from Slickhorn A sometimes leads others through the campsite. It is also often a landing area for groups who are camping elsewhere but want to hike the canyon. SLICKHORN C: river right; maximum group size 25; 17 miles from Clay Hills take-out Slickhorn C is a large campsite downriver from the mouth of Slickhorn Canyon, providing easy access for hiking. There are some large tamarisks which can provide shade for a kitchen or small group tent sites; larger groups usually have tents scattered across the upper bench area. The trail from Slickhorn D, which is adjacent to this camp, leads through the edge of the campsite.