Manual on Sediment Management and Measurement
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Drainage-Design-Manual.Pdf
City of El Paso Engineering Department Drainage Design Manual May 2Ol3 City of El Paso-Engineering Department Drainage Design Manual 19. Green Infrostruclure - OPTIONAL 19. Green Infrastructure - OPTIONAL 19.1. Background and Purpose Development and urbanization alter and inhibit the natural hydrologic processes of surface water infiltration, percolation to groundwater, and evapotranspiration. Prior to development, known as predevelopment conditions, up to half of the annual rainfall infiltrates into the native soils. In contrast, after development, known as post-development conditions, developed areas can generate up to four times the amount ofannual runoff and one-third the infiltration rate of natural areas. This change in conditions leads to increased erosion, reduced groundwater recharge, degraded water quality, and diminished stream flow. Traditional engineering approaches to stormwater management typically use concrete detention ponds and channels to convey runoff rapidly from developed surfaces into drainage systems, discharging large volumes of stormwater and pollutants to downstream surface waters, consume land and prevent infiltration. As a result, stormwater runoff from developed land is a significant source of many water quality, stream morphology, and ecological impairments. Reducing the overall imperviousness and using the natural drainage features of a site are important design strategies to maintain or enhance the baseline hydrologic functions of a site after development. This can be achieved by applying sustainable stormwater management (SSWM) practices, which replicate natural hydrologic processes and reduce the disruptive effects of urban development and runoff. SSWM has emerged as an altemative stormwater management approach that is complementary to conventional stormwater management measures. It is based on many ofthe natural processes found in the environment to treat stormwater runoff, balancing the need for engineered systems in urban development with natural features and treatment processes. -
Inle Lake ‑ Heho
Pandaw River Expeditions EXPEDITION No 9 THE UPPER IRRAWADDY 7 NIGHTS Sail from Mandalay to Katha nearly 1000 miles from Rangoon and once home to George Orwell and the setting for his novel Burmese days. Highlights will be passage through the 3rd and 2nd defiles, not to mention visits to enchanting local towns and delightful villages. To further enhance your experience, we now have a number of quality mountain bikes for your use. Cruise Price Includes: Entrance fees, guide services (English language), gratuities to crew, main meals, local mineral water, jugged coffee, teas & tisanes. Quality mountain bikes available for independent exploration on Zawgyi and Kindat Pandaws. Cruise Price Excludes: International flights, port dues (if levied), laundry, all visa costs, fuel surcharges (see terms and conditions), all beverages except local mineral water, jugged coffee, teas & tisanes and tips to tour guides, local guides, bus drivers, boat operators and cyclo drivers. UPSTREAM ITINERARY DAY 1 MANDALAY Visit Mandalay. The excursion starts with a visit to Mahamuni Buddha Image, one of the most important pilgrimage sites in Myanmar. The statue was brought here in 1785 by King Bodawapaya after the invasion of the Arakan Kingdom in 1784. To pay respect to the Buddha image, male devotees apply gold leaf to the image. As a result, the Mahamuni Buddha Image has been covered with a thick layer of gold leaf (about 15 cm). The walk continues along the street renowned for its marble carvers. Continue to Shwe Kyaung (Golden Palace Monastery) which was built in 1857 and was originally part of the royal palace before it was moved to the present site in 1879. -
STATUS and CONSERVATION of FRESHWATER POPULATIONS of IRRAWADDY DOLPHINS Edited by Brian D
WORKING PAPER NO. 31 MAY 2007 STATUS AND CONSERVATION OF FRESHWATER POPULATIONS OF IRRAWADDY DOLPHINS Edited by Brian D. Smith, Robert G. Shore and Alvin Lopez WORKING PAPER NO. 31 MAY 2007 sTATUS AND CONSERVATION OF FRESHWATER POPULATIONS OF IRRAWADDY DOLPHINS Edited by Brian D. Smith, Robert G. Shore and Alvin Lopez WCS Working Papers: ISSN 1530-4426 Copies of the WCS Working Papers are available at http://www.wcs.org/science Cover photographs by: Isabel Beasley (top, Mekong), Danielle Kreb (middle, Mahakam), Brian D. Smith (bottom, Ayeyarwady) Copyright: The contents of this paper are the sole property of the authors and cannot be reproduced without permission of the authors. The Wildlife Conservation Society (WCS) saves wildlife and wild lands around the world. We do this through science, conservation, education, and the man- agement of the world's largest system of urban wildlife parks, led by the flag- ship Bronx Zoo. Together, these activities inspire people to imagine wildlife and humans living together sustainably. WCS believes that this work is essential to the integrity of life on earth. Over the past century, WCS has grown and diversified to include four zoos, an aquarium, over 100 field conservation projects, local and international educa- tion programs, and a wildlife health program. To amplify this dispersed con- servation knowledge, the WCS Institute was established as an internal “think tank” to coordinate WCS expertise for specific conservation opportunities and to analyze conservation and academic trends that provide opportunities to fur- ther conservation effectiveness. The Institute disseminates WCS' conservation work via papers and workshops, adding value to WCS' discoveries and experi- ence by sharing them with partner organizations, policy-makers, and the pub- lic. -
Channel Adjustments in Response to the Operation of Large Dams: the Upper Reach of the Lower Yellow River
University of Wollongong Research Online Faculty of Science - Papers (Archive) Faculty of Science, Medicine and Health 1-1-2012 Channel adjustments in response to the operation of large dams: the upper reach of the lower Yellow River Yuanxu Ma Chinese Academy of Sciences He Qing Huang Chinese Academy of Sciences Gerald C. Nanson University of Wollongong, [email protected] Yongi Li Yellow River Institute of Hydraulic Research China Wenyi Yao Yellow River Institute of Hydraulic Research, China Follow this and additional works at: https://ro.uow.edu.au/scipapers Part of the Life Sciences Commons, Physical Sciences and Mathematics Commons, and the Social and Behavioral Sciences Commons Recommended Citation Ma, Yuanxu; Huang, He Qing; Nanson, Gerald C.; Li, Yongi; and Yao, Wenyi: Channel adjustments in response to the operation of large dams: the upper reach of the lower Yellow River 2012, 35-48. https://ro.uow.edu.au/scipapers/4279 Research Online is the open access institutional repository for the University of Wollongong. For further information contact the UOW Library: [email protected] Channel adjustments in response to the operation of large dams: the upper reach of the lower Yellow River Abstract The Yellow River in China carries an extremely large sediment load. River channel-form and lateral shifting in a dynamic, partly meandering and partly braided reach of the lower Yellow River, have been significantly influenced by construction of Sanmenxia Dam in 1960, Liujiaxia Dam in 1968, Longyangxia Dam in 1985 and Xiaolangdi Dam in 1997. Using observations from Huayuankou Station, 128 km downstream of Xiaolangdi Dam, this study examines changes in the river before and after construction of the dams. -
Sediment Pumping by Tidal Asymmetry in a Partially Mixed Estuary
W&M ScholarWorks VIMS Articles 2007 Sediment pumping by tidal asymmetry in a partially mixed estuary Malcolm Scully Carl T. Friedrichs Virginia Institute of Marine Science, [email protected] Follow this and additional works at: https://scholarworks.wm.edu/vimsarticles Part of the Marine Biology Commons Recommended Citation Scully, Malcolm and Friedrichs, Carl T., "Sediment pumping by tidal asymmetry in a partially mixed estuary" (2007). VIMS Articles. 276. https://scholarworks.wm.edu/vimsarticles/276 This Article is brought to you for free and open access by W&M ScholarWorks. It has been accepted for inclusion in VIMS Articles by an authorized administrator of W&M ScholarWorks. For more information, please contact [email protected]. JOURNAL OF GEOPHYSICAL RESEARCH, VOL. 112, C07028, doi:10.1029/2006JC003784, 2007 Sediment pumping by tidal asymmetry in a partially mixed estuary Malcolm E. Scully1 and Carl T. Friedrichs2 Received 28 June 2006; revised 22 February 2007; accepted 11 April 2007; published 28 July 2007. [1] Observations collected at two laterally adjacent locations are used to examine the processes driving sediment transport in the partially mixed York River Estuary. Estimates of sediment flux are decomposed into advective and pumping components, to evaluate the importance of tidal asymmetries in turbulent mixing. At the instrumented location in the estuarine channel, a strong asymmetry in internal mixing due to tidal straining is documented, with higher values of eddy viscosity occurring during the less-stratified flood tide. As a result of this asymmetry, more sediment is resuspended during the flood phase of the tide resulting in up-estuary pumping of sediment despite a net down-estuary advective flux. -
Undrained Shear Behavior of Loess Saturated with Different Title Concentrations of Sodium Chloride Solution
Undrained shear behavior of loess saturated with different Title concentrations of sodium chloride solution Zhang, Fanyu; Wang, Gonghui; Kamai, Toshitaka; Chen, Author(s) Wenwu; Zhang, Dexuan; Yang, Jun Citation Engineering Geology (2013), 155: 69-79 Issue Date 2013-03 URL http://hdl.handle.net/2433/173358 Right © 2013 Elsevier B.V. Type Journal Article Textversion author Kyoto University Submitted to: Engineering Geology (ENGEO4476-revised draft) Undrained shear behavior of loess saturated with different concentrations of sodium chloride solution Fanyu Zhanga,b, Gonghui Wanga,*, Toshitaka Kamaia, Wenwu Chenb, Dexuan Zhangc, Jun Yangd Affiliations: (a): Research Center on Landslides Disaster Prevention Research Institute Kyoto University Gokasho, Uji, Kyoto, 611-0011 Japan (b): Key Laboratory of Mechanics on Disaster and Environment in Western China (Lanzhou University), Ministry of Education, China Department of Geological Engineering Lanzhou University Tianshui Road, 222, Lanzhou, 730000 P.R. China (c): Department of Civil Engineering Shanghai Jiao Tong University Shanghai 200240 P.R. China (d): Department of Civil Engineering The University of Hong Kong Hong Kong P.R. China *: Corresponding author Email: [email protected] Telephone: +81-774-384115; Fax: +81-774-384300 1 Undrained shear behavior of loess saturated with different concentrations of sodium 2 chloride solution 3 Fanyu Zhanga,b, Gonghui Wanga,*, Toshitaka Kamaia, Wenwu Chenb, Dexuan Zhangc, Jun Yangd 4 Abstract: A series of ring-shear tests was conducted on saturated loess to investigate the 5 effects of NaCl concentration in pore water and desalinization on the shear behavior under 6 undrained conditions. The loess samples were taken from the ground surface of a frequently 7 active landslide in China, were saturated by de-aired, distilled water with different 8 concentrations of NaCl, and then were sheared undrained. -
Irrigation in Southern and Eastern Asia in Figures AQUASTAT Survey – 2011
37 Irrigation in Southern and Eastern Asia in figures AQUASTAT Survey – 2011 FAO WATER Irrigation in Southern REPORTS and Eastern Asia in figures AQUASTAT Survey – 2011 37 Edited by Karen FRENKEN FAO Land and Water Division FOOD AND AGRICULTURE ORGANIZATION OF THE UNITED NATIONS Rome, 2012 The designations employed and the presentation of material in this information product do not imply the expression of any opinion whatsoever on the part of the Food and Agriculture Organization of the United Nations (FAO) concerning the legal or development status of any country, territory, city or area or of its authorities, or concerning the delimitation of its frontiers or boundaries. The mention of specific companies or products of manufacturers, whether or not these have been patented, does not imply that these have been endorsed or recommended by FAO in preference to others of a similar nature that are not mentioned. The views expressed in this information product are those of the author(s) and do not necessarily reflect the views of FAO. ISBN 978-92-5-107282-0 All rights reserved. FAO encourages reproduction and dissemination of material in this information product. Non-commercial uses will be authorized free of charge, upon request. Reproduction for resale or other commercial purposes, including educational purposes, may incur fees. Applications for permission to reproduce or disseminate FAO copyright materials, and all queries concerning rights and licences, should be addressed by e-mail to [email protected] or to the Chief, Publishing Policy and Support Branch, Office of Knowledge Exchange, Research and Extension, FAO, Viale delle Terme di Caracalla, 00153 Rome, Italy. -
Chapter 10 Movement of Sediment by Water Flows
CHAPTER 10 MOVEMENT OF SEDIMENT BY WATER FLOWS INTRODUCTION 1 A simple flume experiment on sediment movement by a unidirectional current of water in a flume serves to introduce the material in this chapter. Place a layer of sediment in the flume, level it to have a planar surface, and establish a uniform flow at a certain depth and velocity. Gradually, in steps, increase the strength of the flow beyond the condition for incipient movement. The magnitude of the flow strength relative to what is required for incipient movement of the bed sediment is conventionally called the flow intensity, and is usually taken to be the ratio τo/τoc (or, what is the same, u*/u*c), where the subscript c denotes the threshold (“critical”) condition. 2 At first the particles move as bed load, by hopping, rolling, and/or sliding. Particle movement is neither continuous nor uniform over the bed: brief gusts or pulses of movement affect groups of particles locally, and seemingly randomly, on the bed. Particles move a short distance, stop, and then move again. Even when they are moving, they are generally not moving as fast as the fluid near the bed surface. 3 As the flow becomes stronger, some of the particles moving near the bed are lifted upward by upward-moving turbulent eddies and travel for more or less long distances downstream as suspended load. The stronger the flow and/or the finer the sediment, the greater is the concentration of suspended sediment, the higher it can travel in the flow, and the longer it moves downstream before returning to the bed. -
Optimal Allocation of Stormwater Pollution Control Technologies in a Watershed
OPTIMAL ALLOCATION OF STORMWATER POLLUTION CONTROL TECHNOLOGIES IN A WATERSHED DISSERTATION Presented in Partial Fulfillment of the Requirements for the Degree Doctor of Philosophy in the Graduate School of The Ohio State University by We-Bin Chen, M.A., B.S. * * * * * The Ohio State University 2006 Dissertation Committee: Approved by: Prof. Steven I. Gordon, Co-Adviser Co-Adviser Prof. Jean-Michel Guldmann, Co-Adviser Prof. Maria Manta Conroy Co-Adviser Graduate Program in City and Regional Planning ABSTRACT In recent decades, more than 90 percent of urban growth in the United States has taken place in the suburbs. The phenomenon, referred to as urban sprawl, has led to long-term degradation of environmental quality. Best Management Practices (BMPs) serve as novel effective technologies to reduce the movement of pollutants from land into surface or ground waters, in order to achieve water quality protection within natural and economic limitations. Four types of BMPs are discussed in this study—Pond, Wetland, Infiltration, and Filtering Systems. Each has different installation requirements, costs, and pollutant removal efficiency. The purpose of this research is to find out the minimum-cost combinations of these four technologies, with a focus on total suspended sediments (TSS), in order to achieve TMDL (Total Maximum Daily Loads) and EQS (Environmental Quality) standards. The methodology uses three major models: Spatial Model, Watershed Model, and Economic Model. These models provide suitability analyses for potential residential developments and BMP technology installations, stormwater and pollutant simulations, and minimum cost optimization procedure. ii The results of this research will provide a practical reference for decision making about the balance between the urban development and environment protection. -
Dictionary of Geotourism Anze Chen • Young Ng • Erkuang Zhang Mingzhong Tian Editors
Dictionary of Geotourism Anze Chen • Young Ng • Erkuang Zhang Mingzhong Tian Editors Dictionary of Geotourism With 635 Figures and 12 Tables Editors Anze Chen Young Ng Chinese Academy of Geological Sciences The Geological Society of Australia Beijing, China Sydney, NSW, Australia Erkuang Zhang Mingzhong Tian The Geological Society of China China University of Geosciences Beijing, China Beijing, China ISBN 978-981-13-2537-3 ISBN 978-981-13-2538-0 (eBook) ISBN 978-981-13-2539-7 (print and electronic bundle) https://doi.org/10.1007/978-981-13-2538-0 Jointly published with Science Press, Beijing, China ISBN: 978-7-03-058981-1 Science Press, Beijing, China © Springer Nature Singapore Pte Ltd. 2020 This work is subject to copyright. All rights are reserved by the Publisher, whether the whole or part of the material is concerned, specifically the rights of translation, reprinting, reuse of illustrations, recitation, broadcasting, reproduction on microfilms or in any other physical way, and transmission or information storage and retrieval, electronic adaptation, computer software, or by similar or dissimilar methodology now known or hereafter developed. The use of general descriptive names, registered names, trademarks, service marks, etc. in this publication does not imply, even in the absence of a specific statement, that such names are exempt from the relevant protective laws and regulations and therefore free for gecneral use. The publisher, the authors, and the editors are safe to assume that the advice and information in this book are believed to be true and accurate at the date of publication. Neither the publisher nor the authors or the editors give a warranty, express or implied, with respect to the material contained herein or for any errors or omissions that may have been made. -
1. Introduction
Introduction Inland Waterway Transport (IWT) is an important mode of transportation. In most situations it has the advantageof the least cost, least energy consumption and land saving, as compared to other modes of transportation. The order of the ratios between water, railway and road transportation is within the ranges of 1:2:5 in cost and 1:1.5:4 in energy consumption respectively. Although IWT is not as fast as railway or highway, it continues to be competitive for transportation of bulk products in fully developed countries such as the United States and European countries. In some developing countries today land routes are virtually nonexistent in some areas, and the simple roads or trails that do exist are inadequate for commercial transportation, especially in the rainy season. In such areas inland waterways are extremely important as transportation routes for people and supplies. The total length of waterways in Asia is about 167,000 kIn or one third of the world's total. IWT obviously is an important resource for Asian countries. The improvement and development of IWT will surely assistthe development and improvement of efficiency of waterborne commerce, and promote the expansion of existing production and development of new industrial and agricultural production. In short, improved commercial IWT can support the ..economic development of a region and, therefore, of the nation. ""; OF INLAND WATERWAYS Inland navigation channels for commercial traffic are generally of three types: open river waterways, canalized waterways, and canals. The choice of the type for any river, or any reach of a river, is determined by local conditions and finally by cost if more than one type of development is suitable. -
Projecting the Road: Topological Photography on the Yunnan-Burma Frontier
Projecting the road: Topological photography on the Yunnan-Burma frontier Reisz, E. (2018). Projecting the road: Topological photography on the Yunnan-Burma frontier. The Chinese Historical Review, 25(2), 143-162. https://doi.org/10.1080/1547402X.2018.1525154 Published in: The Chinese Historical Review Document Version: Peer reviewed version Queen's University Belfast - Research Portal: Link to publication record in Queen's University Belfast Research Portal Publisher rights Copyright 2018 Taylor and Francis. This work is made available online in accordance with the publisher’s policies. Please refer to any applicable terms of use of the publisher. General rights Copyright for the publications made accessible via the Queen's University Belfast Research Portal is retained by the author(s) and / or other copyright owners and it is a condition of accessing these publications that users recognise and abide by the legal requirements associated with these rights. Take down policy The Research Portal is Queen's institutional repository that provides access to Queen's research output. Every effort has been made to ensure that content in the Research Portal does not infringe any person's rights, or applicable UK laws. If you discover content in the Research Portal that you believe breaches copyright or violates any law, please contact [email protected]. Download date:30. Sep. 2021 PROJECTING THE ROAD: TOPOLOGICAL PHOTOGRAPHY ON THE YUNNAN-BURMA FRONTIER EMMA REISZ Queen’s University Belfast This article examines photography of the Sino-Burmese border at the turn of the twentieth century. Focusing on the road between Tengyue (Tengchong) in Yunnan and Bhamo in Burma, the article considers a photographic series by Albert Pichon of the Chinese Imperial Maritime Customs to explore how the frontier was perceived and understood in the context of imperial expansion, infrastructural transformation and foreign-mediated globalization.