Sediment Transport in the San Francisco Bay Coastal System: an Overview
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Ovarian Development of the Mud Crab Scylla Paramamosain in a Tropical Mangrove Swamps, Thailand
Available Online JOURNAL OF SCIENTIFIC RESEARCH Publications J. Sci. Res. 2 (2), 380-389 (2010) www.banglajol.info/index.php/JSR Ovarian Development of the Mud Crab Scylla paramamosain in a Tropical Mangrove Swamps, Thailand M. S. Islam1, K. Kodama2, and H. Kurokura3 1Department of Aquaculture and Fisheries, Jessore Science and Technology University, Jessore- 7407, Bangladesh 2Marine Science Institute, The University of Texas at Austin, Channel View Drive, Port Aransas, Texas 78373, USA 3Laboratory of Global Fisheries Science, Department of Global Agricultural Sciences, The University of Tokyo, Bunkyo, Tokyo 113-8657, Japan Received 15 October 2009, accepted in revised form 21 March 2010 Abstract The present study describes the ovarian development stages of the mud crab, Scylla paramamosain from Pak Phanang mangrove swamps, Thailand. Samples were taken from local fishermen between June 2006 and December 2007. Ovarian development was determined based on both morphological appearance and histological observation. Ovarian development was classified into five stages: proliferation (stage I), previtellogenesis (II), primary vitellogenesis (III), secondary vitellogenesis (IV) and tertiary vitellogenesis (V). The formation of vacuolated globules is the initiation of primary vitellogenesis and primary growth. The follicle cells were found around the periphery of the lobes, among the groups of oogonia and oocytes. The follicle cells were hardly visible at the secondary and tertiary vitellogenesis stages. Yolk granules occurred in the primary vitellogenesis stage and are first initiated in the inner part of the oocytes, then gradually concentrated to the periphery of the cytoplasm. The study revealed that the initiation of vitellogenesis could be identified by external observation of the ovary but could not indicate precisely. -
Marais Des Cygnes River Basin Total Maximum Daily Load
MARAIS DES CYGNES RIVER BASIN TOTAL MAXIMUM DAILY LOAD Waterbody: Pomona Lake Water Quality Impairment: Eutrophication & Siltation 1. INTRODUCTION AND PROBLEM IDENTIFICATION Subbasin: Upper Marais Des Cygnes County: Osage, Wabaunsee and Lyon HUC 8: 10290101 HUC 10 (12): 02 (01, 02, 03, 04, 05, 06, 07, 08) Ecoregion: Central Irregular Plains, Osage Cuestas (40b) Flint Hills (28) Drainage Area: 322 square miles Conservation Pool: Surface Area = 3,621 acres Watershed/Lake Ratio: 57:1 Maximum Depth = 38 feet Mean Depth = 16 feet Storage Volume = 55,670 acre feet Estimated Retention Time = 0.45 years Mean Annual Inflow = 149,449 acre feet Mean Annual Discharge = 136,729 acre feet Constructed: 1962 Designated Uses: Primary Contact Recreation Class A; Expected Aquatic Life Support; Domestic Water Supply; Food Procurement; Ground Water Recharge; Industrial Water Supply; Irrigation Use; Livestock Watering Use. 303(d) Listings: 2002, 2004, 2008, 2010 & 2012 Marais Des Cygnes River Basin Lakes Impaired Use: All uses in Pomona Lake are impaired to a degree by eutrophication Water Quality Criteria: General – Narrative: Taste-producing and odor-producing substances of artificial origin shall not occur in surface waters at concentrations that interfere with the production of potable water by conventional water treatment processes, that impart an unpalatable flavor to edible aquatic or semiaquatic life or terrestrial wildlife, or that result in noticeable odors in the vicinity of surface waters (KAR 28-16-28e(b)(7). 1 Nutrients - Narrative: The introduction of plant nutrients into streams, lakes, or wetlands from artificial sources shall be controlled to prevent the accelerated succession or replacement of aquatic biota or the production of undesirable quantities or kinds of aquatic life (KAR 28-16- 28e(c)(2)(A)). -
Foster City, a Planned Community in the San Francisco Bay Area
FOS T ER CI T Y - A NEW CI T Y ON T HE BAY A TRIBU T E T O PROFESSOR MI C HAEL MCDOUGALL KAL V IN PLATT As a tribute to Michael McDougall, long-time friend and colleague, Kalvin Platt revisits the Kalvin Platt, FAIA, is project for Foster City, a planned community in the San Francisco Bay Area. Mike was a Chairman of the SWA Group, an International principal planner and designer of this successful story of a new community which, as early Planning and Landscape as 1958, pioneered several planning and urban design maxims that we value today in good Architectural consulting place-making and sustainability. Foster City is a lesson for all of us. firm with 7 offices and award winning projects around the world. Mr. Platt has In the early 1960s; when I came to California as a planner and joined Wilsey, Ham, and Blair, an extensive experience Engineering and Planning Company in Millbrae; I met Michael McDougall. He was working on Foster in Planning New Towns and Communities, City, a new town along the San Francisco Bay. The sinuous “Venice-like” lagoon system that formed Sustainable Land the backbone of the plan amazed me with its inherent beauty and appropriateness to the natural Planning, Urban sloughs that ran along the Bay. What also amazed me was that this was a Master Planned New Design and Park and Town, the first significant effort of this post-WWII large scale planning concept in California and it had Conservation Planning. begun to be built as planned. -
Sediment Transport and the Genesis Flood — Case Studies Including the Hawkesbury Sandstone, Sydney
Sediment Transport and the Genesis Flood — Case Studies including the Hawkesbury Sandstone, Sydney DAVID ALLEN ABSTRACT The rates at which parts of the geological record have formed can be roughly determined using physical sedimentology independently from other dating methods if current understanding of the processes involved in sedimentology are accurate. Bedform and particle size observations are used here, along with sediment transport equations, to determine rates of transport and deposition in various geological sections. Calculations based on properties of some very extensive rock units suggest that those units have been deposited at rates faster than any observed today and orders of magnitude faster than suggested by radioisotopic dating. Settling velocity equations wrongly suggest that rapid fine particle deposition is impossible, since many experiments and observations (for example, Mt St Helens, mud- flows) demonstrate that the conditions which cause faster rates of deposition than those calculated here are not fully understood. For coarser particles the only parameters that, when varied through reasonable ranges, very significantly affect transport rates are flow velocity and grain diameter. Popular geological models that attempt to harmonize the Genesis Flood with stratigraphy require that, during the Flood, most deposition believed to have occurred during the Palaeozoic and Mesozoic eras would have actually been the result of about one year of geological activity. Flow regimes required for the Flood to have deposited various geological cross- sections have been proposed, but the most reliable estimate of water velocity required by the Flood was attained for a section through the Tasman Fold Belt of Eastern Australia and equalled very approximately 30 ms-1 (100 km h-1). -
BAYLANDS & CREEKS South San Francisco
Oak_Mus_Baylands_SideA_6_7_05.pdf 6/14/2005 11:52:36 AM M12 M10 M27 M10A 121°00'00" M28 R1 For adjoining area see Creek & Watershed Map of Fremont & Vicinity 37°30' 37°30' 1 1- Dumbarton Pt. M11 - R1 M26 N Fremont e A in rr reek L ( o te C L y alien a o C L g a Agua Fria Creek in u d gu e n e A Green Point M a o N l w - a R2 ry 1 C L r e a M8 e g k u ) M7 n SF2 a R3 e F L Lin in D e M6 e in E L Creek A22 Toroges Slou M1 gh C ine Ravenswood L Slough M5 Open Space e ra Preserve lb A Cooley Landing L i A23 Coyote Creek Lagoon n M3 e M2 C M4 e B Palo Alto Lin d Baylands Nature Mu Preserve S East Palo Alto loug A21 h Calaveras Point A19 e B Station A20 Lin C see For adjoining area oy Island ote Sand Point e A Lucy Evans Lin Baylands Nature Creek Interpretive Center Newby Island A9 San Knapp F Map of Milpitas & North San Jose Creek & Watershed ra Hooks Island n Tract c A i l s Palo Alto v A17 q i ui s to Creek Baylands Nature A6 o A14 A15 Preserve h g G u u a o Milpitas l Long Point d a S A10 A18 l u d p Creek l A3N e e i f Creek & Watershed Map of Palo Alto & Vicinity Creek & Watershed Calera y A16 Berryessa a M M n A1 A13 a i h A11 l San Jose / Santa Clara s g la a u o Don Edwards San Francisco Bay rd Water Pollution Control Plant B l h S g Creek d u National Wildlife Refuge o ew lo lo Vi F S Environmental Education Center . -
About WETA Present Future a Plan for Expanded Bay Area Ferry Service
About WETA Maintenance Facility will consolidate Central and South Bay fleet operations, include a fueling facility with emergency fuel The San Francisco Bay Area Water Emergency Transportation storage capacity, and provide an alternative EOC location, Authority (WETA) is a regional public transit agency tasked with thereby significantly expanding WETA’s emergency response operating and expanding ferry service on the San Francisco and recovery capabilities. Bay, and is responsible for coordinating the water transit response to regional emergencies. Future Present WETA is planning for a system that seamlessly connects cities in the greater Bay Area with San Francisco, using Today, WETA operates daily passenger ferry service to the fast, environmentally responsible vessels, with wait times cities of Alameda, Oakland, San Francisco, Vallejo, and South of 15 minutes or less during peak commute hours. WETA’s San Francisco, carr4$)"(*- /#)тѵр million passengers 2035 vision would expand service throughout the Bay Area, annually under the San Francisco Bay Ferry brand. Over the operating 12 services at 16 terminals with a fleet of 44 vessels. last five years, SF Bay Ferry ridership has grown чф percent. In the near term, WETA will launch a Richmond/San Francisco route (201ш) and new service to Treasure Island. Other By the Numbers terminal sites such as Seaplane Lagoon in Alameda, Berkeley, Mission Bay, Redwood City, the South Bay, and the Carquinez *- /#)ǔǹǒ --$ ./-).+*-/0+ Strait are on the not-too-distant horizon. ($''$*)-$ -. /*ǗǕǑ$& .-*.. 0. 4 --4 /# 4 #4ǹ 1 -44 -ǹ A Plan for Expanded Bay Area Ferry Service --4-$ -.#$+ 1 )! --$ . Vallejo #.$)- . /*!' / /2 )ǓǑǒǘ CARQUINEZ STRAIT Ǚǖʞ.$) ǓǑǒǓǹ )ǓǑǓǑǹ Hercules WETA Expansion Targets Richmond Funded Traveling by ferry has become increasingly more popular in • Richmond Berkeley the Bay Area, as the economy continues to improve and the • Treasure Island Partially Funded Pier 41 Treasure Island population grows. -
Sedimentation and Clarification Sedimentation Is the Next Step in Conventional Filtration Plants
Sedimentation and Clarification Sedimentation is the next step in conventional filtration plants. (Direct filtration plants omit this step.) The purpose of sedimentation is to enhance the filtration process by removing particulates. Sedimentation is the process by which suspended particles are removed from the water by means of gravity or separation. In the sedimentation process, the water passes through a relatively quiet and still basin. In these conditions, the floc particles settle to the bottom of the basin, while “clear” water passes out of the basin over an effluent baffle or weir. Figure 7-5 illustrates a typical rectangular sedimentation basin. The solids collect on the basin bottom and are removed by a mechanical “sludge collection” device. As shown in Figure 7-6, the sludge collection device scrapes the solids (sludge) to a collection point within the basin from which it is pumped to disposal or to a sludge treatment process. Sedimentation involves one or more basins, called “clarifiers.” Clarifiers are relatively large open tanks that are either circular or rectangular in shape. In properly designed clarifiers, the velocity of the water is reduced so that gravity is the predominant force acting on the water/solids suspension. The key factor in this process is speed. The rate at which a floc particle drops out of the water has to be faster than the rate at which the water flows from the tank’s inlet or slow mix end to its outlet or filtration end. The difference in specific gravity between the water and the particles causes the particles to settle to the bottom of the basin. -
SEDIMENTARY FRAMEWORK of Lmainland FRINGING REEF DEVELOPMENT, CAPE TRIBULATION AREA
GREAT BARRIER REEF MARINE PARK AUTHORITY TECHNICAL MEMORANDUM GBRMPA-TM-14 SEDIMENTARY FRAMEWORK OF lMAINLAND FRINGING REEF DEVELOPMENT, CAPE TRIBULATION AREA D.P. JOHNSON and RM.CARTER Department of Geology James Cook University of North Queensland Townsville, Q 4811, Australia DATE November, 1987 SUMMARY Mainland fringing reefs with a diverse coral fauna have developed in the Cape Tribulation area primarily upon coastal sedi- ment bodies such as beach shoals and creek mouth bars. Growth on steep rocky headlands is minor. The reefs have exten- sive sandy beaches to landward, and an irregular outer margin. Typically there is a raised platform of dead nef along the outer edge of the reef, and dead coral columns lie buried under the reef flat. Live coral growth is restricted to the outer reef slope. Seaward of the reefs is a narrow wedge of muddy, terrigenous sediment, which thins offshore. Beach, reef and inner shelf sediments all contain 50% terrigenous material, indicating the reefs have always grown under conditions of heavy terrigenous influx. The relatively shallow lower limit of coral growth (ca 6m below ADD) is typical of reef growth in turbid waters, where decreased light levels inhibit coral growth. Radiocarbon dating of material from surveyed sites confirms the age of the fossil coral columns as 33304110 ybp, indicating that they grew during the late postglacial sea-level high (ca 5500-6500 ybp). The former thriving reef-flat was killed by a post-5500 ybp sea-level fall of ca 1 m. Although this study has not assessed the community structure of the fringing reefs, nor whether changes are presently occur- ring, it is clear the corals present today on the fore-reef slope have always lived under heavy terrigenous influence, and that the fossil reef-flat can be explained as due to the mid-Holocene fall in sea-level. -
Bothin Marsh 46
EMERGENT ECOLOGIES OF THE BAY EDGE ADAPTATION TO CLIMATE CHANGE AND SEA LEVEL RISE CMG Summer Internship 2019 TABLE OF CONTENTS Preface Research Introduction 2 Approach 2 What’s Out There Regional Map 6 Site Visits ` 9 Salt Marsh Section 11 Plant Community Profiles 13 What’s Changing AUTHORS Impacts of Sea Level Rise 24 Sarah Fitzgerald Marsh Migration Process 26 Jeff Milla Yutong Wu PROJECT TEAM What We Can Do Lauren Bergenholtz Ilia Savin Tactical Matrix 29 Julia Price Site Scale Analysis: Treasure Island 34 Nico Wright Site Scale Analysis: Bothin Marsh 46 This publication financed initiated, guided, and published under the direction of CMG Landscape Architecture. Conclusion Closing Statements 58 Unless specifically referenced all photographs and Acknowledgments 60 graphic work by authors. Bibliography 62 San Francisco, 2019. Cover photo: Pump station fronting Shorebird Marsh. Corte Madera, CA RESEARCH INTRODUCTION BREADTH As human-induced climate change accelerates and impacts regional map coastal ecologies, designers must anticipate fast-changing conditions, while design must adapt to and mitigate the effects of climate change. With this task in mind, this research project investigates the needs of existing plant communities in the San plant communities Francisco Bay, explores how ecological dynamics are changing, of the Bay Edge and ultimately proposes a toolkit of tactics that designers can use to inform site designs. DEPTH landscape tactics matrix two case studies: Treasure Island Bothin Marsh APPROACH Working across scales, we began our research with a broad suggesting design adaptations for Treasure Island and Bothin survey of the Bay’s ecological history and current habitat Marsh. -
The Role of Geology in Sediment Supply and Bedload Transport Patterns in Coarse Grained Streams
The Role of Geology in Sediment Supply and Bedload Transport Patterns in Coarse Grained Streams Sandra E. Ryan USDA Forest Service, Rocky Mountain Research Station, Fort Collins, Colorado This paper compares gross differences in rates of bedload sediment moved at bankfull discharges in 19 channels on national forests in the Middle and Southern Rocky Mountains. Each stream has its own “bedload signal,” in that the rate and size of materials transported at bankfull discharge largely reflect the nature of flow and sediment particular to that system. However, when rates of bedload transport were normalized by dividing by the watershed area, the results were similar for many sites. Typically, streams exhibited normalized rates of bedload transport between 0.001 and 0.003 kg s-1 km-2 at bankfull discharges. Given the inherent difficulty of obtaining a reliable estimate of mean rates of bedload transport, the relatively narrow range of values observed for these systems is notable. While many of these sites are underlain by different geologic terrane, they appear to have comparable patterns of mass wasting contributing to sediment supply under current climatic conditions. There were, however, some sites where there was considerable departure from the normalized range of values. These sites typically had different patterns and qualitative rates of mass wasting, either higher or lower, than observed for other watersheds. The gross differences in sediment supply to the stream network have been used to account for departures in the normalized rates of bedload transport observed for these sites. The next phase of this work is to better quantify the contributions from hillslopes to help explain variability in the normalized rate of bedload transport. -
Historic Context Statement City of Benicia February 2011 Benicia, CA
Historic Context Statement City of Benicia February 2011 Benicia, CA Prepared for City of Benicia Department of Public Works & Community Development Prepared by page & turnbull, inc. 1000 Sansome Street, Ste. 200, San Francisco CA 94111 415.362.5154 / www.page-turnbull.com Benicia Historic Context Statement FOREWORD “Benicia is a very pretty place; the situation is well chosen, the land gradually sloping back from the water, with ample space for the spread of the town. The anchorage is excellent, vessels of the largest size being able to tie so near shore as to land goods without lightering. The back country, including the Napa and Sonoma Valleys, is one of the finest agriculture districts in California. Notwithstanding these advantages, Benicia must always remain inferior in commercial advantages, both to San Francisco and Sacramento City.”1 So wrote Bayard Taylor in 1850, less than three years after Benicia’s founding, and another three years before the city would—at least briefly—serve as the capital of California. In the century that followed, Taylor’s assessment was echoed by many authors—that although Benicia had all the ingredients for a great metropolis, it was destined to remain in the shadow of others. Yet these assessments only tell a half truth. While Benicia never became the great commercial center envisioned by its founders, its role in Northern California history is nevertheless one that far outstrips the scale of its geography or the number of its citizens. Benicia gave rise to the first large industrial works in California, hosted the largest train ferries ever constructed, and housed the West Coast’s primary ordnance facility for over 100 years. -
Estuarine and Coastal Sedimentation Problems1
ESTUARINE AND COASTAL SEDIMENTATION PROBLEMS1 Leo C. van Rijn Delft Hydraulics and University of Utrecht, The Netherlands. E•mail: [email protected] Abstract: This Keynote Lecture addresses engineering sedimentation problems in estuarine and coastal environments and practical solutions of these problems based on the results of field measurements, laboratory scale models and numerical models. The three most basic design rules are: (1) try to understand the physical system based on available field data; perform new field measurements if the existing field data set is not sufficient (do not reduce on the budget for field measurements); (2) try to estimate the morphological effects of engineering works based on simple methods (rules of thumb, simplified models, analogy models, i.e. comparison with similar cases elsewhere); and (3) use detailed models for fine•tuning and determination of uncertainties (sensitivity study trying to find the most influencial parameters). Engineering works should be designed in a such way that side effects (sand trapping, sand starvation, downdrift erosion) are minimum. Furthermore, engineering works should be designed and constructed or built in harmony rather than in conflict with nature. This ‘building with nature’ approach requires a profound understanding of the sediment transport processes in morphological systems. Keywords: Sedimentation, sediment transport, morphological modelling 1. INTRODUCTION This lecture addresses sedimentation and erosion engineering problems in estuaries and coastal seas and practical solutions of these problems based on the results of field measurements, laboratory scale models and numerical models. Often, the sedimentation problem is a critical element in the economic feasibility of a project, particularly when each year relatively large quantities of sediment material have to be dredged and disposed at far•field locations.