River Island Park to Manville Dam – Beginner Tour, Rhode Island
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Preprint 06-041
SME Annual Meeting Mar. 27-Mar.29, 2006, St. Louis, MO Preprint 06-041 A MEANDER CUTOFF INTO A GRAVEL EXTRACTION POND, CLACKAMAS RIVER, OREGON P. J. Wampler, Grand Valley State Univ., Allendale, MI E. F. Schnitzer, Dept. of Geology and Mineral Industries, Albany, OR D. Cramer, Portland General Electric, Estacada, OR C. Lidstone, Lidstone and Assoc(s)., Fort Collins, CO Abstract Introduction The River Island mining site is located at approximately river mile The River Island site provides a unique opportunity to examine (RM) 15 on the Clackamas River, a large gravel-bed river in northwest the physical changes to a river channel resulting from avulsion into a Oregon. During major flooding in February 1996, rapid channel gravel extraction pond. Data from before and after the meander cutoff change occurred. The natural process of meander cutoff, slowed for allow evaluation of changes to river geometry, sediment transport, several years by dike construction, was accelerated by erosion into temperature, habitat, and channel form. gravel extraction ponds on the inside of a meander bend during the An avulsion is defined as a lateral migration or cutoff of a river. It flood. involves the diversion of water from the primary channel into a new In a matter of hours, the river cut off a meander and began flowing channel that is either created during the event or reoccupied. through a series of gravel pits located on the inside of the meander Avulsions may be rapid or take many years to complete (Slingerland bend. The cutoff resulted in a reduction in reach length of and Smith, 2004). -
Dayton Valley Development Guidelines Final Draft
FINAL DRAFT Dayton Valley Development Guidelines Supplement to the Dayton Valley Area Drainage Master Plan prepared for August Lyon County | Storey County | 2019 Carson Water Subconservancy District i FINAL DRAFT Table of Contents 1 Introduction .......................................................................................................................................... 1 1.1 Background and Rationale ............................................................................................................ 3 1.1.1 More Frequent Flooding ....................................................................................................... 3 1.1.2 Larger Flood Peaks ................................................................................................................ 3 1.1.3 Scour and Erosion ................................................................................................................. 3 1.1.4 Flow Diversion ....................................................................................................................... 3 1.1.5 Flow Concentration ............................................................................................................... 3 1.1.6 Expanded Floodplains ........................................................................................................... 3 1.1.7 Reduced Surface Storage ...................................................................................................... 3 1.1.8 Decreased Ground Water Recharge .................................................................................... -
Three-Decadal Dynamics of Mid-Channel Bars in Downstream Of
Hydrol. Earth Syst. Sci. Discuss., https://doi.org/10.5194/hess-2019-69 Manuscript under review for journal Hydrol. Earth Syst. Sci. Discussion started: 14 March 2019 c Author(s) 2019. CC BY 4.0 License. Three-decadal dynamics of mid-channel bars in downstream of the Three Gorges Dam, China Zhaofei Wen1,2, Hong Yang3,4, Changhong Ding5, Ce Zhang6, Guofan Shao2, Jilong Chen1, Mingquan Lv1, Shengjun Wu1, Zhenfeng Shao7 5 1Key Laboratory of Reservoir Aquatic Environment, Chongqing Institute of Green and Intelligent Technology, Chinese Academy of Sciences, Chongqing, 400714, China 2Department of Forestry and Natural Resources, Purdue University, West Lafayette, 47906, USA 3State Key Laboratory of Lake Science and Environment, Nanjing Institute of Geography and Limnology, Chinese Academy of Sciences, Beijing East Road 73, Nanjing, 210008, China 10 4epartment of Geography and Environmental Science, University of Reading, Whiteknights, Reading RG6 6AB, UK 5Aviation University Air Force, Changchun, 130022, China 6Lancaster Environment Centre, Lancaster University, Lancaster, LA1 4YQ, UK 7State Key Laboratory of Information Engineering in Surveying, Mapping and Remote Sensing, Wuhan University, Wuhan, 430079, China 15 Correspondence to: Zhaofei Wen ([email protected]) Abstract. The downstream of the world’s largest Three Gorges Dam (TGD) along Yangtze River (1560 km) hosts numerous mid-channel bars (MCBs). The morphodynamics of these MCBs are crucial to the river’s hydrological processing, local ecological functioning and socioeconomic development. However, a systematic understanding of such dynamics and their 20 linkages to the TGD across the entire downstream reach remain largely unknown. Using Landsat archive images and a thematic extracting scheme, the work presents comprehensive monitoring of MCB dynamics in terms of number, area, and shape, in the downstream of the TGD during 1985–2018. -
New York State Canal Corporation Flood Warning and Optimization System
K19-10283720JGM New York State Canal Corporation Flood Warning and Optimization System SCOPE OF SERVICES K19-10283720JGM Contents 1 Background of the Project........................................................................................................... 3 2 Existing FWOS features ............................................................................................................... 5 2.1 Data Import Interfaces ............................................................................................................ 5 2.2 Numeric Models ...................................................................................................................... 5 2.2.1 Hydrologic Model............................................................................................................. 6 2.2.2 Hydraulic Model .............................................................................................................. 6 2.3 Data Dissemination Interfaces .................................................................................................. 6 3 Technical Landscape ................................................................................................................... 7 3.1 Software ................................................................................................................................. 7 3.1.1 Systems......................................................................................................................... 7 3.1.2 FWOS Software .............................................................................................................. -
Upper Susquehanna River Basin Flood Damage Reduction Study
Final Fish and Wildlife Coordination Act Report Upper Susquehanna Comprehensive Flood Damage Reduction Study Prepared For: U.S. Army Corps of Engineers Prepared By: Department of the Interior U.S. Fish and Wildlife Service New York Field Office Cortland, New York Preparers: Anne Secord & Andy Lowell New York Field Office Supervisor: David Stilwell February 2019 EXECUTIVE SUMMARY Flooding in the Upper Susquehanna watershed of New York State frequently causes damage to infrastructure that has been built within flood-prone areas. This report identifies a suite of watershed activities, such as urban development, wetland elimination, stream alterations, and certain agricultural practices that have contributed to flooding of developed areas. Structural flood control measures, such as dams, levees, and floodwalls have been constructed, but are insufficient to address all floodwater-human conflicts. The U.S. Army Corps of Engineers (USACE) is evaluating a number of new structural and non-structural measures to reduce flood damages in the watershed. The New York State Department of Environmental Conservation (NYSDEC) is the “local sponsor” for this study and provides half of the study funding. New structural flood control measures that USACE is evaluating for the watershed largely consist of new levees/floodwalls, rebuilding levees/floodwalls, snagging and clearing of woody material from rivers and removing riverine shoals. Non-structural measures being evaluated include elevating structures, acquisition of structures and property, relocating at-risk structures, developing land use plans and flood proofing. Some of the proposed structural measures, if implemented as proposed, have the potential to adversely impact riparian habitat, wetlands, and riverine aquatic habitat. In addition to the alternatives currently being considered by the USACE, the U.S. -
The Effect of Different Confluence Confirmation Strategies on the Obturation of Vertucci Type II Canal: Micro-CT Analysis
Restor Dent Endod. 2021 Feb;46(1):e12 https://doi.org/10.5395/rde.2021.46.e12 pISSN 2234-7658·eISSN 2234-7666 Research Article The effect of different confluence confirmation strategies on the obturation of Vertucci type II canal: micro-CT analysis Seungjae Do , Min-Seock Seo * Department of Conservative Dentistry, Wonkwang University Daejeon Dental Hospital, Daejeon, Korea Received: Apr 8, 2020 Revised: Jun 7, 2020 ABSTRACT Accepted: Jun 17, 2020 Objectives: The present study aims to compare the obturation quality of 2 confluence Do S, Seo MS confirmation techniques in artificial maxillary first premolars showing Vertucci type II root canal configuration. *Correspondence to Min-Seock Seo, DDS, PhD Materials and Methods: Thirty artificial maxillary premolars having Vertucci type II root Associate Professor, Department of canal configuration were made. They were divided into 3 groups according to the confluence Conservative Dentistry, Wonkwang University confirmation technique as follows. Gutta-percha indentation (GPI) group (confluence Daejeon Dental Hospital, 77 Dunsan-ro, Seo- confirmation using a gutta-percha cone and a K file); electronic apex locator (EAL) group gu, Daejeon 35233, Korea. (confluence confirmation using K files and EAL); and no confluence detection (NCD) E-mail: [email protected] group. In the GPI group and the EAL group, shaping and obturation were performed with Copyright © 2021. The Korean Academy of the modified working length (WL). In the NCD group, shaping was performed without WL Conservative Dentistry adjustment and obturation was carried out with an adjusted master cone. Micro-computed This is an Open Access article distributed tomography was used before preparation and after obturation to calculate the percentage under the terms of the Creative Commons of gutta-percha occupied volume (%GPv) and the volume increase in the apical 4 mm. -
Stop Log Flood Barriers
PRODUCT STOP LOG FLOOD BARRIERS Flood Control International Incorporated offers removable stop log barriers that are engineered to provide similar levels of protection to permanent flood defenses, but with the distinct advantage of being fully removable when not required. They comprise aluminum panels that are inserted into steel channels. Custom made clamps compress specialist gaskets to create a reliable barrier against flood water. These stop log barriers can be supplied for virtually any configuration including arcs, closed rectangles or circles and straight runs of any length. The system can be used on slopes up to 20° and can be stepped for steeper gradients. USES Each system is load calculated based on application and the prevailing flood • Single building openings. conditions and can be configured for flood depths up to 13 feet. A four-sided • Openings in flood walls. detail is available for openings that may become fully submerged. • Stainless / aluminum system for marine environments. To facilitate installation in new builds, we can supply preformed ground plates • Fully removable perimeter defense to with integral anchors for the demountable supports. The systems can be buildings. also retrospectively fitted to suitable existing foundations in which case load • A ‘usually stored’ system for erection certified, chemically fixed sleeve anchors are used to attach the demountable when flood warnings received. supports. This leaves only stainless steel bolt blanks at each post BENEFITS location. Due to the strength of our beams, this can • Low cost system. be at 10 feet spacing. • Lightweight - sections allow safe lifting of 10ft beams by one person for rapid Purpose designed gaskets that resist silt clogging and reform even after deployment. -
Umbrella Empr: Flood Control and Drainage
I. COVERSHEET FOR ENVIRONMENTAL MITIGATION PLAN & REPORT (UMBRELLA EMPR: FLOOD CONTROL AND DRAINAGE) USAID MISSION SO # and Title: __________________________________ Title of IP Activity: __________________________________________________ IP Name: __ __________________________________________________ Funding Period: FY______ - FY______ Resource Levels (US$): ______________________ Report Prepared by: Name:__________________________ Date: ____________ Date of Previous EMPR: _________________ (if any) Status of Fulfilling Mitigation Measures and Monitoring: _____ Initial EMPR describing mitigation plan is attached (Yes or No). _____ Annual EMPR describing status of mitigation measures is established and attached (Yes or No). _____ Certain mitigation conditions could not be satisfied and remedial action has been provided within the EMPR (Yes or No). USAID Mission Clearance of EMPR: Contracting Officer’s Technical Representative:__________ Date: ______________ Mission Environmental Officer: _______________________ Date: ______________ ( ) Regional Environmental Advisor: _______________________ Date: ______________ ( ) List of CHF Haiti projects covered in this UEMPR (Flood Control and Drainage) 1 2 1. Background, Rationale and Outputs/Results Expected: According to Richard Haggerty’s country study on Haiti from 1989, in 1925, 60% of Haiti’s original forests covered the country. Since then, the population has cut down all but an estimated 2% of its original forest cover. The fact that many of Haiti’s hillsides have been deforested has caused several flooding problems for cities and other communities located in critical watershed and flood-plain areas during recent hurricane seasons. The 2008 hurricane season was particularly devastating for Haiti, where over 800 people were killed by four consecutive tropical storms or hurricanes (Fay, Gustav, Hanna, and Ike) which also destroyed infrastructure and caused severe crop losses. In 2004, tropical storm Jeanne killed an estimated 3,000 people, most in Gonaives. -
Canal and River Bank Stabilisation for Protection Against Flash Flood and Sea Water Intrusion in Central Vietnam
CANAL AND RIVER BANK STABILISATION FOR PROTECTION AGAINST FLASH FLOOD AND SEA WATER INTRUSION IN CENTRAL VIETNAM V. Thuy1, I. Sobey2 and P. Truong3 1 Department of Agriculture and Rural Development, Quang Ngai, Vietnam 2Kellog Brown Roots, Quang Ngai Natural Disaster Mitigation Project [email protected] 3 TVN Director and East Asia and South Pacific Representative, 23 Kimba St, Chapel Hill, Brisbane 4069, Australia [email protected] Abstract Quang Ngai, a coastal province in central Vietnam, is prone to flash flood caused by high annual rainfall, with 70% (2300mm/yr) falling over three months and steep terrain resulting in high velocity water flows. This often leads to flash floods in mountainous areas and large scale flooding in low-lying areas. The high velocity flows and flooding cause severe erosion on dike, canal and river banks built to protect farm land from flooding in the rain season and sea water intrusion in the dry season. Therefore the stability of these measures provides the local community a protection against flash flood and sea water intrusion at the same time. Both vegetative measures and hard structures such as rock and concrete have been used in the past to protect these banks, but they are ineffective partly due to the local sandy soils used to build them and partly to the strong current. Although vetiver grass has been used very successfully for flood erosion control in the Mekong Delta of southern Vietnam, where flow velocity is relatively slow, it has not been used under very strong current. As a last resort, vetiver grass was tested for its effectiveness in protecting the banks of these rivers and canals. -
SOLICITOR's SEARCHES This Note Sets out Useful
SOLICITOR’S SEARCHES This note sets out useful background information regarding the nature of enquiries with which Canal & River Trust can assist, the fees that are payable in respect of such enquires and other general information that may be of assistance to you. The Trust cares for a 2,000 mile network of canals and rivers. Most of the Trust’s structures are well over 200 years old and the canals themselves are constructed in a variety of ways. Some are natural rivers which are not owned by the Trust but where we are the navigation authority. The Trust also manages a significant portfolio of property that includes operational boat yards, docks, historic warehouses, cottages, marinas, industrial estates and development land across England and Wales. Every precaution must be taken to avoid the risk of removing Trust’s right of support, breaching the waterway damaging any of the waterway structure, as this may result in extensive flooding, with damage to buildings, property, services and possible loss of life. Embankments and other waterway structures are particularly vulnerable and no excavation, landscaping, or any other work or activity should take place near to, or at the foot of an embankment or waterway structure without consulting the Trust, even though such works may not be on Trust’s property. Except where they are expressly reserved for the benefit of the property, rights such as mooring, fishing, discharges to, or abstraction from, the waterway, and any encroachment upon or projection over the waterway require the written consent of the Trust and in some circumstances, that of the other organisations such as the Environment Agency. -
Use Water to Fight Water
Use Water to Fight Water QUALITY IS REMEMBERED LONG AFTER PRICE IS FORGOTTEN... www.internationalfloodcontrol.com | www.usfloodcontrol.com THE TIGER DAMTM SYSTEM Due to an ever increasing demand for an innovative alternative to sandbags, U.S. Flood Control Corp. developed a simple rapid deployment system designed to act as a temporary emergency diversion dam suitable for use in a wide variety of situations. The Tiger Dam™ is the only engineered flood control solution on the market. The Tiger Dam™ is the ONLY system that is patented to join together to form a dam of any length and is the ONLY system that is stackable, from 19” to 32’ in height. The Tiger Dam™ can be filled in minutes, with minimal man power and no heavy equipment. The Tiger Dam™ System is a UV rated re-usable system that leaves NO environmental foot print behind. The Tiger Dam™ is used to create temporary dykes, protect critical infrastructure, divert river flow, keep roads open and protect essential utilities…..among a host of other applications. The rapid deployment system is both labor and energy efficient You will find, as have other Emergency Managers that the as well as environmentally friendly when compared Tiger Dam™ of any size will be a valuable tool to your teams to sandbags. flood fighting efforts and as part of your long term mitigation planning. In all Government and independent engineering Thanks to applying the principle “water against water”, it is no tests, when anchored with our patented anchoring system, the longer necessary to build sandbag dams. The Tiger Dam™ can Tiger Dam™ proved to be the most stable product in the flood be a great help for all rescue units as they may be deployed control business. -
Channel Morphology and Bed-Sediment Characteristics Before
Channel Morphology and Bed-Sediment Characteristics Before and After Riparian Vegetation Clearing in the Cottonwood Ranch, Platte River, Nebraska, Water Years 2001–2004 By Paul J. Kinzel, Jonathan M. Nelson, and Ashley K. Heckman Prepared in cooperation with the Platte River Endangered Species Partnership Scientific Investigations Report 2005–5285 U.S. Department of the Interior U.S. Geological Survey U.S. Department of the Interior P. Lynn Scarlett, Acting Secretary U.S. Geological Survey P. Patrick Leahy, Acting Director U.S. Geological Survey, Reston, Virginia: 2006 For product and ordering information: World Wide Web: http://www.usgs.gov/pubprod Telephone: 1-888-ASK-USGS For more information on the USGS--the Federal source for science about the Earth, its natural and living resources, natural hazards, and the environment: World Wide Web: http://www.usgs.gov Telephone: 1-888-ASK-USGS Any use of trade, product, or firm names is for descriptive purposes only and does not imply endorsement by the U.S. Government. Although this report is in the public domain, permission must be secured from the individual copyright owners to reproduce any copyrighted materials contained within this report. Suggested citation: Kinzel, P.J., Nelson, J.M., and Heckman, A.K., 2006, Channel morphology and bed-sediment characteristics before and after riparian vegetation clearing in the Cottonwood Ranch, Platte River, Nebraska, water years 2001–2004: U.S. Geological Survey Scientific Investigations Report 2005–5285, 25 p. iii Contents Abstract ...........................................................................................................................................................1