Natural Levees and Landform Evolutions in the Bengal Lowland

Total Page:16

File Type:pdf, Size:1020Kb

Natural Levees and Landform Evolutions in the Bengal Lowland Geographical Review of Japan Vol. 58 (Ser. B), No. 2, 149-164, 1985 Natural Levees and Landform Evolutions in the Bengal Lowland Masatomo UMITSU* This paper analizes the characteristics of natural levees and evolution of landforms in the Bengal Lowland. The natural levees in the lowland are classified into four types, such as broad and obscure, broad and distinct, narrow and continuous, and discotinuous types. Narrow and con tinuous natural levees are further sub-classified into those of meandering, dendritic and irregular patterns. Discontinuous natural levees are also sub-classified into an arc-shaped, mottled pattern and natural levees on the channel bars. Regional distribution of these types of natural levees was considered in relation to the condition of floodings and to the river shiftings reconstructed from various documents and maps. Broad and obscure natural levees were formed according to the shiftings of the Ganges River in the ancient times. Broad and distinct natural levees were formed along the distributaries of the Ganges River by the middle of the eighteenth century. Arc shaped and mottled distributed natural levees were formed by the main flow of the Brahmaputra River and its distributaries by 1830 AD., during the period when the Brahmaputra River had been flowing along the east of the Madhupur Jungle. After the shiftings of the two rivers, natural levees distributed in a dendritic pattern and a meandering pattern have been formed in the deep flooding area and moderate and shallow flooding areas respectively. Natural levees on the channel bars have been formed along the two rivers and small natural levees of irregularly distributed pattern extended in the region under the influence of the tide. on the landform evolution of the region. I. Introduction This study is based on the fieldwork carried out during October, 1983 to January, 1984, Natural levee is one of the most important and indoor works using topographic maps in lanforms in the alluvial lowlands. General scales of 1:50,000 and 1:63,360 (1 mile to 1 features such as distribution, morphology and inch), Irrigation Planning Maps with 5 feet formation of natural levees have been clarified (1.5 meters) contour intervals (1:40,000 scale), by many studies (ALLEN, 1965; RUSSELL, some aerial photos, infrared colored ERTS 1967). However, regional differences in the satellite images in a scale of 1:1 milion and characteristics of natural levees within a single enlarged infrared colored ERTS satellite images alluvial lowland or among several alluvial in a scale of 1:400,000. lowlands have not yet been studied intensive 1y1. The regional characteristics of natural II. Regional setting levees are considered to be deeply related to the formation of alluvial lowlands. Therefore, The Bengal Basin, about 560km long from intensive studies on natural levees with the north to south and 400km wide from east to regional point of view are required for the west, is surrounded by the Tripura and Chit study on formation and landform evolution of tagong Hills in the east, the Rajmahal Hills alluvial lowlands. In this article, the regional in the west, the Sillong Plateau and the characteristics of natural levees are studied on Himalaya Mountains in the north and faces the region of the Bengal Lowland with the the Bay of Bengal (Figure 1). Ganges Delta which is the greatest delta in The Ganges-Padma and Brahmaputra- the world, and some considerations are made Jamna are the main rivers in the basin. They * Department of Geography, Nagoya University, Furo-cho, Chikusa-ku, Nagoya 464, Japan. 150 M. UMITSU Figure 1. Map showing the Bengal Basin. 1. Mountains and hills 2. Pleistocene terraces 3. Alluvial fans 4. Older alluvial surface (Tippera surface) 5. Younger alluvial surface 6. Youngest alluvial surface. Contour intervals are three meters. have often changed their courses in the past. are located on the east of the Rajmahal Hills Now they flow from the west and north respec and on the west of the Tripura Hills, and tively, and join at the central part of the interior ones are located in the central and lowland. Further on, the river which is called northwestern parts of the Bengal Basin. They the Padma joins with the Meghna flowing are called the Madhupur Jungle and Barind, from the northeast, and flows into the Bay of respectively. Sediments of the Pleistocene Bengal. terraces in the Bengal Basin are called The landforms of the basin can roughly be Madhupur Clay (ALAM and AURANGZEB, classified into two geomorphological units which 1975; ALAM and KAHN, 1980), which are are Pleistocene terraces and Recent alluvial mainly composed of light brown to reddish lowlands (MORGANand MCZNTIRE, 1959; brown sandy silt and sandy clay. COLEMAN,1909; UMITSU, 1985). The Pleis Recent alluvial lowlands distribute widely tocene terraces are located in the marginal and over the Bengal Basin. Geomorphologic interior parts of the basin. The marginal ones surface of the lowland is subdivided into three Natural levees in the Bengal Lowland 151 different alluvial surfaces which are older, 3. Narrow and continuous type 4. Discontinuous type younger and youngest surfaces (UMITSU, 1985). The older alluvial surface is called 1. Broad and obscure natural levees by MORGAN and MCINTIRE (1959) as Tippera surface which are slightly higher than Broad and obscure natural levees are recog the younger and youngest alluvial surfaces. nized along the Bhagirathi, Bahairab and some It is located to the east of the Meghna River other rivers in the northwestern part of the and characterized by the surface with few Ganges Delta (Figure 3). These natural levees drainage systems. Similar surfaces with few develop tonally from northwest to southeast. drainage systems are seen in the opposite side The width and length of the natural levees are of the Meghna near Naria in Faridpur District more than 20km and 100-150km respectively. and in the region to the south of Calcutta City The surface of the natural levees are about of West Bengal, India. These surfaces are 2-3m higher than the backswamps which can be also considered to be correlated to the Tippera recognized as slightly lower zonal depressions. Surf ace2). Younger alluvial surface is broadly Numerous cut-off lakes and abandoned river distributed in the alluvial lowland of the channels are distributed on the surface of the Bengal Basin. The youngest alluvial surface natural levees. Width of these cut-off lakes is located along the courses of the Ganges and abandoned river channels are 0.5-1.5km, Padma and Brahmaputra-Jamna Rivers. and they are wider than those of the present The alluvial lowlands of the central and rivers flowing in the region. Sediments of the southern Bengal Basin, to the south of the natural levees are composed of brownish light Sillong Plateau and Barind, can roughly be grey sandy silt. divided into the regions of the Ganges Delta, 2. Broad and distinct natural levees Brahmaputra-Jamna Floodplain and Sylhet Basin. The heights of the lowland are mostly In the central area of the Ganges Delta, below 15m. The altitudes of the central Sylhet broad and distinct natural levees develop along Basin and the southern Ganges Delta are the Bhairab, Madhumati and some other rivers. especially low, which are usually below 5m. And the most remarkable ones develop along Landforms of the alluvial lowlands are com the Bhairab River (Figure 4). They extend northwest to southeast from the southeastern posed of slightly higher landform units such as natural levees, point bars, channel bars, end of the broad and obscure natural levee beach ridges3), and relatively lower landform zone. The width of them are 3-5km, and the units such as backswamps, marshes, former lengths are about 50-60km long. Boundaries river channels. There is a considerable dif between the natural levees and backswamps ference in their forms and distributions among are fairly sharp and clear, and the relative the regions. Sediments of the alluvial low heights between them are about 2-3m. Surface lands are mainly composed of non-weathered sediments of the natural levees are composed sand, silt and clay layers, and peat layers can of brownish light grey sandy silt. be seen in several places. 3. Narrow and continuous natural levees III. Characteristics of natural levees a. Natural levees extending in a meander in the Bengal Lowland ing pattern Narrow and continuous natural levees dis Natural levees on the younger and youngest tribute widely in the Sylhet Basin, the northern alluvial surfaces in the central and southern and the eastern parts of the Ganges Delta. Bengal Lowland are studied in this article. In the eastern Sylhet Basin, continuous Various features of natural levees4) can be natural levees bend and extend along the rivers seen in the Bengal Lowland, and they are such as the Surma, Barak and Kusiyara. The classified into the following types (Figure 2). widths of natural levees are about 0.5-1km, 1. Broad and obscure type and the relative heights from the backswamps 2. Broad and distinct type called "haors", are about 1.5-2.5m. Sediments 152 M. UMITSU Figure 2. Typical natural levees in the Bengal Lowland . 1. Broad and obscure natural levees 2, Broad and distinct natural levees 3. Narrow and continuous natural levees (a) Natural levees extending in a meandering pattern (b) Natural levees extending in a dendritic pattern (c) Natural levees extending in an irregular pattern 4. Discontinuous natural levees (a) Natural levees distributing in an arc-shaped pattern (b) Natural levees distributing in a mottled pattern (c) Natural levees on the present and former channel bars. Locations of each figure are shown in Figure 8. 1. Natural levees 2, Back swamps 3. Former river channels 4 .
Recommended publications
  • Dwelling in Loss Environment, Displacement and Memory in the Indian Ganges Delta
    Dwelling in Loss Environment, Displacement and Memory in the Indian Ganges Delta Arne Harms Dwelling in Loss: Environment, Displacement and Memory in the Indian Ganges Delta Inauguraldissertation zur Erlangung des Grades eines Dr. phil. Vorgelegt am Fachbereich Politik- und Sozialwissenschaften der Freien Universität Berlin von Arne Harms, M.A. Berlin, Dezember 2013 Erstgutachterin: Prof. Dr. Ute Luig Zweitgutachterin: Prof. Dr. Shalini Randeria Tag der Disputation: 10. Juli 2014 Memories are crafted by oblivion as the outlines of the shore are created by the sea. Marc Augé, Oblivion Contents Acknowledgements ................................................................................................................... iv Table of Figures ........................................................................................................................ vi A Note on Transliteration ......................................................................................................... vii Glossary ................................................................................................................................... viii 1. Introduction ......................................................................................................................... 1 1.1. Methodology ........................................................................................................................... 7 1.2. Structure of the Thesis ..........................................................................................................
    [Show full text]
  • Red Bengal's Rise and Fall
    kheya bag RED BENGAL’S RISE AND FALL he ouster of West Bengal’s Communist government after 34 years in power is no less of a watershed for having been widely predicted. For more than a generation the Party had shaped the culture, economy and society of one of the most Tpopulous provinces in India—91 million strong—and won massive majorities in the state assembly in seven consecutive elections. West Bengal had also provided the bulk of the Communist Party of India– Marxist (cpm) deputies to India’s parliament, the Lok Sabha; in the mid-90s its Chief Minister, Jyoti Basu, had been spoken of as the pos- sible Prime Minister of a centre-left coalition. The cpm’s fall from power also therefore suggests a change in the equation of Indian politics at the national level. But this cannot simply be read as a shift to the right. West Bengal has seen a high degree of popular mobilization against the cpm’s Beijing-style land grabs over the past decade. Though her origins lie in the state’s deeply conservative Congress Party, the challenger Mamata Banerjee based her campaign on an appeal to those dispossessed and alienated by the cpm’s breakneck capitalist-development policies, not least the party’s notoriously brutal treatment of poor peasants at Singur and Nandigram, and was herself accused by the Communists of being soft on the Maoists. The changing of the guard at Writers’ Building, the seat of the state gov- ernment in Calcutta, therefore raises a series of questions. First, why West Bengal? That is, how is it that the cpm succeeded in establishing
    [Show full text]
  • Imaging Laurentide Ice Sheet Drainage Into the Deep Sea: Impact on Sediments and Bottom Water
    Imaging Laurentide Ice Sheet Drainage into the Deep Sea: Impact on Sediments and Bottom Water Reinhard Hesse*, Ingo Klaucke, Department of Earth and Planetary Sciences, McGill University, Montreal, Quebec H3A 2A7, Canada William B. F. Ryan, Lamont-Doherty Earth Observatory of Columbia University, Palisades, NY 10964-8000 Margo B. Edwards, Hawaii Institute of Geophysics and Planetology, University of Hawaii, Honolulu, HI 96822 David J. W. Piper, Geological Survey of Canada—Atlantic, Bedford Institute of Oceanography, Dartmouth, Nova Scotia B2Y 4A2, Canada NAMOC Study Group† ABSTRACT the western Atlantic, some 5000 to 6000 State-of-the-art sidescan-sonar imagery provides a bird’s-eye view of the giant km from their source. submarine drainage system of the Northwest Atlantic Mid-Ocean Channel Drainage of the ice sheet involved (NAMOC) in the Labrador Sea and reveals the far-reaching effects of drainage of the repeated collapse of the ice dome over Pleistocene Laurentide Ice Sheet into the deep sea. Two large-scale depositional Hudson Bay, releasing vast numbers of ice- systems resulting from this drainage, one mud dominated and the other sand bergs from the Hudson Strait ice stream in dominated, are juxtaposed. The mud-dominated system is associated with the short time spans. The repeat interval was meandering NAMOC, whereas the sand-dominated one forms a giant submarine on the order of 104 yr. These dramatic ice- braid plain, which onlaps the eastern NAMOC levee. This dichotomy is the result of rafting events, named Heinrich events grain-size separation on an enormous scale, induced by ice-margin sifting off the (Broecker et al., 1992), occurred through- Hudson Strait outlet.
    [Show full text]
  • Chapter 1 Introduction Main Report CHAPTER 1 INTRODUCTION
    CHAPTER 1 INTRODUCTION Main Report Chapter 1 Introduction Main Report CHAPTER 1 INTRODUCTION 1.1 Background of the Study The Peoples Republic of Bangladesh has a population of 123 million (as of June 1996) and a per capita GDP (Fiscal Year 1994/1995) of US$ 235.00. Of the 48 nations categorized as LLDC, Bangladesh is the most heavily populated. Even after gaining independence, the nation repeatedly suffers from floods, cyclones, etc.; 1/3 of the nation is inundated every year. Shortage in almost all sectors (e.g. development funds, infrastructure, human resources, natural resources, etc.) also leaves both urban and rural regions very underdeveloped. The supply of safe drinking water is an issue of significant importance to Bangladesh. Since its independence, the majority of the population use surface water (rivers, ponds, etc.) leading to rampancy in water-borne diseases. The combined efforts of UNICEF, WHO, donor countries and the government resulted in the construction of wells. At present, 95% of the national population depend on groundwater for their drinking water supply, consequently leading to the decline in the mortality rate caused by contagious diseases. This condition, however, was reversed in 1990 by problems concerning contamination brought about by high levels of arsenic detected in groundwater resources. Groundwater contamination by high arsenic levels was officially announced in 1993. In 1994, this was confirmed in the northwestern province of Nawabganji where arsenic poisoning was detected. In the province of Bengal, in the western region of the neighboring nation, India, groundwater contamination due to high arsenic levels has been a problem since the 1980s.
    [Show full text]
  • Aquatic Ecology and Dangerous Substances: Bangladesh Perspective
    Diffuse Pollution Conference Dublin 2003 8C Ecology: AQUATIC ECOLOGY AND DANGEROUS SUBSTANCES: BANGLADESH PERSPECTIVE Institute for Environment and Development Studies 5/12-15, Eastern view (5th floor), 50, D.I.T Extension Road, Dhaka -1000, Bangladesh. E-mail: [email protected] ; Phone: +880 2 9354128 ; Fax: +880 2 8315394 Bangladesh had always been predominantly and agricultural based country and in early days pollution was never even felt in this region. Since early sixties, of necessity, industries of various kinds started to spring up slowly. It appears in a survey that ecological imbalance is being caused continuously due to discharge of various industrial wastes into air and water bodies. It has also been found that the intensity of pollution caused by the factories and industrial units depend on their type, location, raw materials, chemical effects, production process and discharge of gaseous, liquid and solid pollutants to the natural environment. All of Bangladesh's sewage and industrial wastes are flushed directly into Ganges and Brahmaputra Rivers. There are wide spread fears that as the region develops in industrial infrastructure, industrial pollution will accelerate, compounding the problems posed by raw municipal wastes. About 900 polluting industries in Bangladesh dispose of untreated industrial wastes directly into rivers, although the effluents contain 10 to 100 times the allowable levels permissible for human health. The Ganges-Brahmaputra delta is the largest delta in the world and the rivers contribute one-third of the global sediment transport to the world oceans. The rivers flow through 10 per cent global population and carry untreated rural, urban, municipal and industrial wastes to the Bay of Bengal.
    [Show full text]
  • Spatial Variability of Levees As Measured Using the CPT
    2nd International Symposium on Cone Penetration Testing, Huntington Beach, CA, USA, May 2010 Spatial Variability of Levees as Measured Using the CPT R.E.S. Moss Assistant Professor, Cal Poly, San Luis Obispo J. C. Hollenback Graduate Researcher, U.C. Berkeley J. Ng Undergraduate Researcher, Cal Poly, San Luis Obispo ABSTRACT: The spatial variability of a soil deposit is something that is commonly discussed but difficult to quantify. The heterogeneity as a function of lateral distance can be critical to the design of long engineered structures such as highways, bridges, levees, and other lifelines. This paper presents a methodology for using CPT mea- surements to quantifying the spatial variability of cone tip resistance along a levee in the California Bay Delta. The results, presented in the form of a general relative va- riogram, identify the distance at which the maximum spatial variability is achieved for a given soil strata. This information helps define minimally correlated stretches of levee for proper failure and risk analysis. Presented herein are methods of interpret- ing, calculating, and analyzing CPT data to arrive at the quantified spatial variability with respect to different static and seismic failure modes common to levee systems. 1 INTRODUCTION Spatial variability of engineering properties in soil strata is inherent to the nature of soil. Spatial variability is controlled primarily by the depositional environment where high energy systems usually deposit materials with high spatial variability (e.g. al- luvial gravels) and low energy systems usually deposit materials with low spatial va- riability (e.g. lacustrine clays). This spatial variability is generally taken into account in geotechnical design in a qualitative empirical manner through appropriately spaced borings to assess the changing subsurface conditions.
    [Show full text]
  • The Autogenic Landform Change in a Fluvial-Aeolian Interacting Field
    Fifth Intl Planetary Dunes Workshop 2017 (LPI Contrib. No. 1961) 3001.pdf IN DYNAMIC EQUILIBRIUM: THE AUTOGENIC LANDFORM CHANGE IN A FLUVIAL-AEOLIAN INTERACTING FIELD. B. Liu 1 and T. Coulthard 2, 1 College of the Environment and Ecology, Xiamen Univer- sity, Xiamen, Xiang’an South Road, 361102 China, [email protected], 2 School of Environmental Sciences, University of Hull, Cottingham Road, HU6 7SR United Kingdom, [email protected]. Aeolian and fluvial systems are usually studied in- doubtedly due to the influence of climatic change, tec- dependently which leaves many questions unresolved tonics or even human activities. Nevertheless, this as- in terms of how they interact. When sand dunes and sumption could has prevented researchers from consid- rivers coincide with each other, the interaction of sedi- ering that large scale of landform instability may be ment transport fluxes between the two systems may inherent and driven by internal forces in the system in lead to change in either or both systems therefore can dynamic equilibrium. Hence, a sudden landscape significantly change surface morphology. An inventory change may be inherent in the normal development of a is presented from 230 globally distributed study sites fluvial-aeolian interacting field and that a change in an from locations where fluvial and aeolian systems inter- external variable is not always required for a signifi- act with each other. At each location key attributes, cant geomorphic event to occur but depends on the wind/river direction, net sand transport direction, dune system intrinsic geomorphic threshold. If this geo- morphology, river channel pattern were identified and morphic threshold condition can be identified, not only relationships between each factors were analyzed.
    [Show full text]
  • Part 629 – Glossary of Landform and Geologic Terms
    Title 430 – National Soil Survey Handbook Part 629 – Glossary of Landform and Geologic Terms Subpart A – General Information 629.0 Definition and Purpose This glossary provides the NCSS soil survey program, soil scientists, and natural resource specialists with landform, geologic, and related terms and their definitions to— (1) Improve soil landscape description with a standard, single source landform and geologic glossary. (2) Enhance geomorphic content and clarity of soil map unit descriptions by use of accurate, defined terms. (3) Establish consistent geomorphic term usage in soil science and the National Cooperative Soil Survey (NCSS). (4) Provide standard geomorphic definitions for databases and soil survey technical publications. (5) Train soil scientists and related professionals in soils as landscape and geomorphic entities. 629.1 Responsibilities This glossary serves as the official NCSS reference for landform, geologic, and related terms. The staff of the National Soil Survey Center, located in Lincoln, NE, is responsible for maintaining and updating this glossary. Soil Science Division staff and NCSS participants are encouraged to propose additions and changes to the glossary for use in pedon descriptions, soil map unit descriptions, and soil survey publications. The Glossary of Geology (GG, 2005) serves as a major source for many glossary terms. The American Geologic Institute (AGI) granted the USDA Natural Resources Conservation Service (formerly the Soil Conservation Service) permission (in letters dated September 11, 1985, and September 22, 1993) to use existing definitions. Sources of, and modifications to, original definitions are explained immediately below. 629.2 Definitions A. Reference Codes Sources from which definitions were taken, whole or in part, are identified by a code (e.g., GG) following each definition.
    [Show full text]
  • Landform Geography (4 Credit Hours) Course Description: Hydrolo
    GEOGRAPHY 201 LANDFORM GEOGRAPHY BULLETIN INFORMATION GEOG 201 - Landform Geography (4 credit hours) Course Description: Hydrology, soil science, and interpretation of physical features formed by water, wind, and ice, with emphasis on environmental change Note: Three hours of lecture and one two-hour laboratory per week. Instructor Contact Information: SAMPLE COURSE OVERVIEW This course is an introduction to landforms; that is, the physical features on the Earth's surface such as valleys, hill-slopes, beaches, sand dunes, and stream channels. Students will learn, from the study of landforms, of past environmental conditions, how they have changed, and the processes involved, including human actions and natural agents. Students also will learn about soils, hydrology, and processes of landform creation by water, wind, ice, and gravity. ITEMIZED LEARNING OUTCOMES Upon successful completion of Geography 201 students will be able to: 1. Explain scientific methods and terminology including hypothesis formulation and testing, experimental design, the method of multiple working hypotheses, and opposite concepts such as inductive vs. deductive reasoning and empirical vs. theoretical methods. 2. Interpret topographic maps and geospatial data such as remote sensing and Geographic Information Systems (GIS). 3. Collect and analyze laboratory and field measurement data to describe Earth materials, soil properties, sediment grain-size distributions, and landform features. 4. Evaluate the merits of various theories of landscape change, such as catastrophism, uniformitarianism, and neo-catastrophism, and to explain how landforms are created and change over various time scales. 5. Comprehend the environmental history of Earth’s surface from the recent geologic past to present with an emphasis on Quaternary processes and changes (the Quaternary is the current geological period that began ~2 million years ago), and interactions between climate, humans, and environmental response during and after the Neolithic period of human culture.
    [Show full text]
  • Strengthening the Resilience of the Water Sector in Khulna to Climate Change (Financed by the Climate Change Fund)
    Technical Assistance Consultant’s Report Project Number: 42469-01 August 2010 Bangladesh: Strengthening the Resilience of the Water Sector in Khulna to Climate Change (Financed by the Climate Change Fund) Prepared by Institute of Water Modelling Dhaka, Bangladesh Alterra Netherlands For Local Government Division Khulna City Corporation Khulna Water Supply and Sewerage Authority This consultant’s report does not necessarily reflect the views of ADB or the Government concerned, and ADB and the Government cannot be held liable for its contents. GOVERNMENT OF THE PEOPLE’S REPUBLIC OF BANGLADESH MINISTRY OF LOCAL GOVERNMENT, RURAL DEVELOPMENT & COOPERATIVES LOCAL GOVERNMENT DIVISION The Asian Development Bank (ADB) ADB TA-7197 BAN: Strengthening the Resilience of the Water Sector in Khulna to Climate Change Food Water Environmen tal Waste HUMAN Climatic HEALTH Social Agricultural Infra structure Final Report August 2010 ADB TA-7197 BAN: Strengthening the Resilience of the Water Sector in Khulna to climate change Final Report EXECUTIVE SUMMARY 1. With vast low lying areas, Bangladesh is considered as one of the most vulnerable countries in the world to climate change. Strengthening the resilience to climate change is pivotal in all its development and poverty alleviation activities. The city of Khulna, being located in the coastal area of Bangladesh, and influenced by tides from the Bay of Bengal, is highly vulnerable to climate change. The increasing salinity intrusion into the city waters and the anticipated sea level rise might have a major impact on the water resources and the water and drainage infrastructure of the city and its surrounding areas. The city experiences frequent water logging during the rainy season.
    [Show full text]
  • Documentation of Design Deficiencies Santa Clara River Levee System (Scr-1) 1
    DOCUMENTATION OF DESIGN DEFICIENCIES SANTA CLARA RIVER LEVEE SYSTEM (SCR-1) 1. Project Description and Watershed Characteristics The Santa Clara River Levee (SCR-1) system is located in the city of Oxnard, in Ventura County, California. It is approximately 4.72 miles long, extending along the southeast bank of the Santa Clara River from Highway 101, at its downstream terminus, to the community of Saticoy, at its upstream terminus (see Figure 1). SCR-1 was originally designed in 1958 by the U.S. Army Corps of Engineers (Corps) to control the Corps’ predicted Standard Project Flood peak discharge of 225,000 cubic feet per second (cfs), a peak emanating from a partially regulated 1,600-square-mile Santa Clara River watershed. The height of SCR-1 varies from approximately 4 feet to 13 feet. The compacted fill embankment that forms SCR-1 has a top width of 18 feet. The levee embankment slopes are 2 horizontal to 1 vertical (2H:1V), on both the landward side and the riverward side. The riverward side of the embankment has a 1.5- to 2- foot-thick rock revetment, with a concrete facing at and near highway bridges. The rock revetment extends from the top of the embankment to varying depths. The lowest depth of the rock revetment is hereinafter referred to as the “toedown.” Construction of the SCR-1 project was completed in 1961. The levee was constructed adjacent to the active channel of the Santa Clara River. A review of historical aerial photography, dating as far back as 1927, indicates that before construction of the SCR-1, there were numerous locations along the project reach where the primary braid of the Santa Clara River impinged directly on the east and west banks of the river at rather abrupt flow angles.
    [Show full text]
  • Glacial Processes and Landforms-Transport and Deposition
    Glacial Processes and Landforms—Transport and Deposition☆ John Menziesa and Martin Rossb, aDepartment of Earth Sciences, Brock University, St. Catharines, ON, Canada; bDepartment of Earth and Environmental Sciences, University of Waterloo, Waterloo, ON, Canada © 2020 Elsevier Inc. All rights reserved. 1 Introduction 2 2 Towards deposition—Sediment transport 4 3 Sediment deposition 5 3.1 Landforms/bedforms directly attributable to active/passive ice activity 6 3.1.1 Drumlins 6 3.1.2 Flutes moraines and mega scale glacial lineations (MSGLs) 8 3.1.3 Ribbed (Rogen) moraines 10 3.1.4 Marginal moraines 11 3.2 Landforms/bedforms indirectly attributable to active/passive ice activity 12 3.2.1 Esker systems and meltwater corridors 12 3.2.2 Kames and kame terraces 15 3.2.3 Outwash fans and deltas 15 3.2.4 Till deltas/tongues and grounding lines 15 Future perspectives 16 References 16 Glossary De Geer moraine Named after Swedish geologist G.J. De Geer (1858–1943), these moraines are low amplitude ridges that developed subaqueously by a combination of sediment deposition and squeezing and pushing of sediment along the grounding-line of a water-terminating ice margin. They typically occur as a series of closely-spaced ridges presumably recording annual retreat-push cycles under limited sediment supply. Equifinality A term used to convey the fact that many landforms or bedforms, although of different origins and with differing sediment contents, may end up looking remarkably similar in the final form. Equilibrium line It is the altitude on an ice mass that marks the point below which all previous year’s snow has melted.
    [Show full text]