Lesson 3: a River from Source to Sea
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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. -
Field Studies and 3D Modelling of Morphodynamics in a Meandering River Reach Dominated by Tides and Suspended Load
fluids Article Field Studies and 3D Modelling of Morphodynamics in a Meandering River Reach Dominated by Tides and Suspended Load Qiancheng Xie 1,* , James Yang 2,3 and T. Staffan Lundström 1 1 Division of Fluid and Experimental Mechanics, Luleå University of Technology, 97187 Luleå, Sweden; [email protected] 2 Vattenfall AB, Research and Development, Hydraulic Laboratory, 81426 Älvkarleby, Sweden; [email protected] 3 Resources, Energy and Infrastructure, Royal Institute of Technology, 10044 Stockholm, Sweden * Correspondence: [email protected]; Tel.: +4672-2870-381 Received: 9 December 2018; Accepted: 20 January 2019; Published: 22 January 2019 Abstract: Meandering is a common feature in natural alluvial streams. This study deals with alluvial behaviors of a meander reach subjected to both fresh-water flow and strong tides from the coast. Field measurements are carried out to obtain flow and sediment data. Approximately 95% of the sediment in the river is suspended load of silt and clay. The results indicate that, due to the tidal currents, the flow velocity and sediment concentration are always out of phase with each other. The cross-sectional asymmetry and bi-directional flow result in higher sediment concentration along inner banks than along outer banks of the main stream. For a given location, the near-bed concentration is 2−5 times the surface value. Based on Froude number, a sediment carrying capacity formula is derived for the flood and ebb tides. The tidal flow stirs the sediment and modifies its concentration and transport. A 3D hydrodynamic model of flow and suspended sediment transport is established to compute the flow patterns and morphology changes. -
CLASSIFICATION of CALIFORNIA ESTUARIES BASED on NATURAL CLOSURE PATTERNS: TEMPLATES for RESTORATION and MANAGEMENT Revised
CLASSIFICATION OF CALIFORNIA ESTUARIES BASED ON NATURAL CLOSURE PATTERNS: TEMPLATES FOR RESTORATION AND MANAGEMENT Revised David K. Jacobs Eric D. Stein Travis Longcore Technical Report 619.a - August 2011 Classification of California Estuaries Based on Natural Closure Patterns: Templates for Restoration and Management David K. Jacobs1, Eric D. Stein2, and Travis Longcore3 1UCLA Department of Ecology and Evolutionary Biology 2Southern California Coastal Water Research Project 3University of Southern California - Spatial Sciences Institute August 2010 Revised August 2011 Technical Report 619.a ABSTRACT Determining the appropriate design template is critical to coastal wetland restoration. In seasonally wet and semi-arid regions of the world coastal wetlands tend to close off from the sea seasonally or episodically, and decisions regarding estuarine mouth closure have far reaching implications for cost, management, and ultimate success of coastal wetland restoration. In the past restoration planners relied on an incomplete understanding of the factors that influence estuarine mouth closure. Consequently, templates from other climatic/physiographic regions are often inappropriately applied. The first step to addressing this issue is to develop a classification system based on an understanding of the processes that formed the estuaries and thus define their pre-development structure. Here we propose a new classification system for California estuaries based on the geomorphic history and the dominant physical processes that govern the formation of the estuary space or volume. It is distinct from previous estuary closure models, which focused primarily on the relationship between estuary size and tidal prism in constraining closure. This classification system uses geologic origin, exposure to littoral process, watershed size and runoff characteristics as the basis of a conceptual model that predicts likely frequency and duration of closure of the estuary mouth. -
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. -
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. -
Appendices for the White River Base Flow Study
APPENDIX 1 Habitat types and descriptions adapted from Bisson et al. 1982 and Upper Colorado River Basin Database _____________________________________________________________________________ Habitat Category Habitat Description _____________________________________________________________________________ Riffles Shallow (<20 cm deep), moderate current velocity (20-50 cm/sec), moderate turbulence, substrate gravel, pebble, and cobble-sized particles (2-256 mm), gradient <4% Rapids Gradient >4%, swiftly flowing water (>50 cm/sec), considerable turbulence, substrate largely composed of boulders Pools A portion of stream that is deep and less velocity than run; often lies between riffles Eddies Presence of counter- current; usually deep and less velocity than main- channel Runs Possess attributes of both riffles and pools; characterized by moderately shallow water (10-30 cm deep) with laminar flow; substrate gravel and cobble. _____________________________________________________________________________ 50 APPENDIX 2 - Habitat Suitability Criteria Table 1. Habitat use curve for adult Colorado pikeminnow for daytime resting (bottom velocities); from Miller and Modde (1999). ________________________________________ Velocity HSI Depth HSI (m/s) (m) ________________________________________ 0.000 0.25 0.000 0.00 0.027 0.50 0.427 0.00 0.030 1.00 0.792 0.125 0.244 1.00 0.914 0.25 0.366 0.500 1.158 0.50 0.396 0.25 1.280 1.00 0.427 0.00 6.096 1.00 ________________________________________ Table 2. Habitat use curve for adult Colorado pikeminnow for -
Sediment Transport in River Mouth Estuary
SEDIMENT TRANSPORT IN RIVER MOUTH ESTUARY Katsuhide YOKOYAMA, Dr.Eng. Assistant Professor Department of Civil Engineering dredge Tokyo Metropolitan University 1-1 Minami-Osawa, Hachioji, Tokyo, Japan 192-0397 [email protected] tel;81-426-77-2786 fax;81-426-77-2772 Introduction & Study Area 0 2km N The river mouth estuary and wetland are comprised of variety of view natural, morphologically and ecologically complex aquatic point environments. In this region, fresh water mixes with salt water, therefore the Tidal river stream runs more slowly, the suspended sediment supplied Sea from the upstream basin deposit and the shallow water area is flat created. River mouth estuary is very important area for ecosystem and 白川 fishery. On the other hand, it is necessary to dredge and enlarge the Port river channel in some cases in order to discharge the river flood into SHIRAKAWA sea safely. River The purpose of this study is to develop the rational management practices of river mouth estuarine resource. It is necessary to Flood and sediment Tidal pumping and explain the sediment transport and the topographical process. discharge sediment transport A field study was undertaken in the SHIRAKAWA river. The Sea topography change of tidal flat was surveyed and the sediment discharge by floods was measured and the annual sediment transport by tidal current was monitored. Using these results, the amount of sediment load was calculated and the influence of the sediment transport by flood and by tidal current on the topography Deposition of silt and change -
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. -
Hydrology and Morphology of Two River Mouth Regions
Hydrology OCEANOLOGIA, 47 (3), 2005. pp. 365–385. and morphology of two C 2005, by Institute of river mouth regions Oceanology PAS. (temperate Vistula Delta KEYWORDS and subtropical Red River River mouth Delta) Delta Sedimentation Discharge Waves Coastal currents Zbigniew Pruszak1 Pham van Ninh2 Marek Szmytkiewicz1 Nguyen Manh Hung2 Rafał Ostrowski1,∗ 1 Institute of Hydroengineering, Polish Academy of Sciences, Kościerska 7, PL–80–953 Gdańsk, Poland; e-mail: rafi@ibwpan.gda.pl ∗corresponding author 2 Institute of Mechanics, Center for Marine Environment, Survey, Research and Consultation, 264 Don Can, Hanoi, Vietnam Received 7 February 2005, revised 3 August 2005, accepted 29 August 2005. Abstract The paper presents a comparative analysis of two different river mouths from two different geographical zones (subtropical and temperate climatic regions). One is the multi-branch and multi-spit mouth of the Red River on the Gulf of Tonkin (Vietnam), the other is the smaller delta of the river Vistula on a bay of the Baltic Sea (Poland). The analysis focuses on the similarities and differences in the hydrodynamics between these estuaries and the adjacent coastal zones, the features of sediment transport, and the long-term morphodynamics of the river outlets. Salinity and water level are also discussed, the latter also in the context of the anticipated global effect of accelerated sea level rise. The analysis shows The complete text of the paper is available at http://www.iopan.gda.pl/oceanologia/ 366 Z. Pruszak, P. V. Ninh, M. Szmytkiewicz, N. M. Hung, R. Ostrowski that the climatic and environmental conditions associated with geographical zones give rise to fundamental differences in the generation and dynamic evolution of the river mouths. -
Corte Madera
CORTE MADERA Community Profile: Corte Madera Corte Madera is a primarily residential community IMPACTS AT-A-GLANCE: SCENARIO 6 with several large commercial areas that take advantage of the highway corridor. These 1,500+ living units 9,500+ people commercial areas serve the entire region and include outdoor malls, auto dealerships, restaurants, 994 acres exposed 79 commercial and other local business. In the near-term, 230 16 miles of roads parcels acres could be exposed to sea level rise. By the long-term, 906 acres could be exposed to sea level Storm, tidal, and Corte Madera rise and 994 acres could be exposed with an subsidence impacts Caltrans additional 100-year storm surge. Key vulnerabilities already occur Central Marin PD in Corte Madera include: Corte Madera Fire $1.4 billion worth of CHP Homes along the tributaries to Corte Madera assessed property value; Larkspur-Corte Creek may be vulnerable in the near-term. assets vulnerable; $1.5 Madera School Commercial areas on Paradise Drive may be billion in single family District vulnerable to sea level rise in the near-term, and market value189 HOAs storm surges sooner. Property Owners Segments of the 101 could be vulnerable to seasonal storm surges in the near-term, and sea level rise in the medium to long-terms. Access to the community from the US Highway 101 Map 77. Corte Madera Sea Level Rise and corridor may become increasingly difficult with 100-year Storm Surge Scenarios chronic flooding. Marin Country Day School, Marin Montessori, Cove Elementary, and Neil Cummins elementary could be vulnerable across the scenarios. -
Sutter Butte Flood Control Agency Strategic Plan April 2018 1.0
Sutter Butte Flood Control Agency Strategic Plan April 2018 1.0 Introduction The Sutter-Butte Basin (Basin) covers 300 square miles bordered by the Cherokee Canal to the north, the Sutter Buttes to the west, the Sutter Bypass to the southwest and the 44-mile long Feather River to the east—see Figure 1. The Basin is home to 95,000 residents and encompasses $7 billion of damageable assets (as estimated by the U.S. Army Corps of Engineers, or USACE). The region has sustained numerous floods, including the 1955 levee failure on the Feather River, which resulted in the deaths of at least 38 people. The personal safety and economic stability of large segments of the population are reliant on flood management systems that, until recent efforts, did not begin to meet modern engineering standards. Numerous projects and programs have been implemented in the Basin over the years to reduce flood risk, including the Feather River West Levee Project, which is nearing completion. The Sutter Butte Flood Control Agency (SBFCA) leads the planning and implementation efforts in the Basin to reduce the risk of catastrophic, riverine flooding. In this role, SBFCA collaborates with local, regional, state, tribal and federal agencies and organizations. On January 13, 2016 the SBFCA Board of Directors adopted the Strategic Plan to guide these efforts. This version is the first update to the Strategic Plan. 2.0 Purpose of the Strategic Plan The purpose of the Strategic Plan is to help formulate and articulate a vision for flood management within the Basin and to describe an approach to achieve this vision. -
Preliminary Draft Levy Rate Scenarios for Capital Projects
King County Regional Flood Control Zone District Advisory Committee Preliminary Draft: Levy Rate Scenarios for Capital Projects Notes: 1. Questions for Advisory Committee meeting on 6/22: (a) Do you want to include projects that address coastal erosion and inundation hazards? (b) Do you support including new project submittals as part of this list? (c) What levy rate do you support? (d) Do you want to fund subregional projects? If so, at what level? 2. Project costs are planning estimates only. Constant dollar (2006) costs are used to control for the effect of inflation on project sequencing. Operating costs for programmatic elements of work program are not included. 3. All new capital projects submitted to the BTCs as 'Regional' are included in this list and shaded. New capital projects total $55 million. New project submittals range in cost from $100,000 (Carnation - Tolt Supplemental Study) to $21,900,000 (Bellevue- Coal Creek Phase 1 and 2). 4. Projects submitted as 'subregional' are included at the end of this list. No call for proposals was issued for this category, and no scoring has been conducted by the BTCs. We have received $57.8 million in proposals to date, and expect that this amount would increase substantially if an RFP were issued. 5. Changes from the 6/8/07 List: (a) The two Bellevue projects submitted as 'Regional' are included. Coal Creek project sequenced in two phases of $12.5 million and $9.4 million based on discussions with Bellevue staff (b) Dorre Don Meanders phased to reduce costs to $7.5 million in the 10-yr window, remaining acquisition costs of $7 million assumed in Phase 2.