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  • Engineering  (11)
  • Cell & Developmental Biology
  • Chemical Engineering
  • General Chemistry
  • University of Florida Coastal and Oceanographic Engineering Department  (7)
  • Bachand & Associates  (4)
  • 2020-2022  (11)
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  • 1
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    Bachand & Associates | Davis, CA
    In:  Philip.Bachand@tetratech.com | http://aquaticcommons.org/id/eprint/11287 | 393 | 2013-08-01 16:41:54 | 11287 | Bachand & Associates
    Publication Date: 2021-06-30
    Description: Two large hydrologic issues face the Kings Basin, severe and chronic overdraft of about 0.16M ac-ft annually, and flood risks along the Kings River and the downstream San Joaquin River. Since 1983, these floods have caused over $1B in damage in today’s dollars. Capturing flood flows of sufficient volume could help address these two pressing issues which are relevant to many regions of the Central Valley and will only be exacerbated with climate change. However, the Kings River has high variability associated with flow magnitudes which suggests that standard engineering approaches and acquisition of sufficient acreage through purchase and easements to capture and recharge flood waters would not be cost effective. An alternative approach investigated in this study, termed On-Farm Flood Flow Capture, involved leveraging large areas of private farmland to capture flood flows for both direct and in lieu recharge. This study investigated the technical and logistical feasibility of best management practices (BMPs) associated with On-Farm Flood Flow Capture. The investigation was conducted near Helm, CA, about 20 miles west of Fresno, CA. The experimental design identified a coordinated plan to determine infiltration rates for different soil series and different crops; develop a water budget for water applied throughout the program and estimate direct and in lieu recharge; provide a preliminary assessment of potential water quality impacts; assess logistical issues associated with implementation; and provide an economic summary of the program. At check locations, we measured average infiltration rates of 4.2 in/d for all fields and noted that infiltration rates decreased asymptotically over time to about 2 – 2.5 in/d. Rates did not differ significantly between the different crops and soils tested, but were found to be about an order of magnitude higher in one field. At a 2.5 in/d infiltration rate, 100 acres are required to infiltrate 10 CFS of captured flood flows. Water quality of applied flood flows from the Kings River had concentrations of COC (constituents of concern; i.e. nitrate, electrical conductivity or EC, phosphate, ammonium, total dissolved solids or TDS) one order of magnitude or more lower than for pumped groundwater at Terranova Ranch and similarly for a broader survey of regional groundwater. Applied flood flows flushed the root zone and upper vadose zone of nitrate and salts, leading to much lower EC and nitrate concentrations to a depth of 8 feet when compared to fields in which more limited flood flows were applied or for which drip irrigation with groundwater was the sole water source. In demonstrating this technology on the farm, approximately 3,100 ac-ft was diverted, primarily from April through mid-July, with about 70% towards in lieu and 30% towards direct recharge. Substantial flood flow volumes were applied to alfalfa, wine grapes and pistachio fields. A subset of those fields, primarily wine grapes and pistachios, were used primarily to demonstrate direct recharge. For those fields about 50 – 75% of water applied was calculated going to direct recharge. Data from the check studies suggests more flood flows could have been applied and infiltrated, effectively driving up the amount of water towards direct recharge. Costs to capture flood flows for in lieu and direct recharge for this project were low compared to recharge costs for other nearby systems and in comparison to irrigating with groundwater. Moreover, the potentially high flood capture capacity of this project suggests significant flood avoidance costs savings to downstream communities along the Kings and San Joaquin Rivers. Our analyses for Terranova Ranch suggest that allocating 25% or more flood flow water towards in lieu recharge and the rest toward direct recharge will result in an economically sustainable recharge approach paid through savings from reduced groundwater pumping. Two important issues need further consideration. First, these practices are likely to leach legacy salts and nitrates from the unsaturated zone into groundwater. We develop a conceptual model of EC movement through the unsaturated zone and estimated through mass balance calculations that approximately 10 kilograms per square meter of salts will be flushed into the groundwater through displacing 12 cubic meters per square meter of unsaturated zone pore water. This flux would increase groundwater salinity but an equivalent amount of water added subsequently is predicted as needed to return to current groundwater salinity levels. All subsequent flood flow capture and recharge is expected to further decrease groundwater salinity levels. Second, the project identified important farm-scale logistical issues including irrigator training; developing cropping plans to integrate farming and recharge activities; upgrading conveyance; and quantifying results. Regional logistical issues also exist related to conveyance, integration with agricultural management, economics, required acreage and Operation and Maintenance (O&M).
    Description: United States Department of Agriculture Natural Resources Conservation Service
    Description: Terranova Ranch
    Description: Bachand & Associates
    Description: Sustainable Conservation
    Description: University of California Davis
    Description: On-Farm Flood Flow Capture as a Cost Effective Method to Recharge Groundwater and Reduce Downstream Flood Risks; Conservation Innovation Grant (CIG) Agreement No. 68-9104-128
    Description: PDF includes 57 pages (front matter + 53 pp.)
    Keywords: Agriculture ; Engineering ; Environment ; Management ; flood flow ; recharge ; best management practices ; overdraft ; groundwater
    Repository Name: AquaDocs
    Type: monograph
    Format: application/pdf
    Format: application/pdf
    Format: 53
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  • 2
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    Bachand & Associates | Davis, CA
    In:  Philip.Bachand@tetratech.com | http://aquaticcommons.org/id/eprint/11289 | 393 | 2013-08-01 15:54:12 | 11289 | Bachand & Associates
    Publication Date: 2021-06-30
    Description: Project fact sheet prepared in cooperation with the USDA Natural Resources Conservation Service and the Kings River Conservation District.
    Description: United States Department of Agriculture Natural Resources Conservation Service
    Description: Terranova Ranch
    Description: Bachand & Associates
    Description: Sustainable Conservation
    Description: University of California Davis
    Description: Conservation Innovation Grant (CIG) Agreement No. 68-9104-0-128
    Keywords: Agriculture ; Earth Sciences ; Engineering ; Environment ; Management ; flood flow ; BMPs ; best management practices ; groundwater
    Repository Name: AquaDocs
    Type: monograph
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    Format: 4
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  • 3
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    University of Florida Coastal and Oceanographic Engineering Department | Gainesville, FL
    In:  http://aquaticcommons.org/id/eprint/128 | 3 | 2020-08-24 02:54:16 | 128 | Oceanographic Engineering Program, Department of Civil and Coastal Engineering, University of Florida
    Publication Date: 2021-06-26
    Description: The purpose of this report is to develop and illustrate with examples readily appliedmethodologies for calculating the response of shorelines in the vicinity of beach nourishmentprojects. The need for such methodology is a result of Florida Statutes 161.053(G) and Rule16B-33.024(3)(e) which require, with minor exceptions, coastal structures to be locatedlandward of a thirty- year projection of the Seasonal High Water Shoreline (SHWL). (163pp.)
    Description: Prepared for: Division of Beaches and Shores Florida Department of Natural Resources 3900 Commonwealth Boulevard Tallahassee, FL 32399
    Keywords: Engineering ; Environment ; beach nourishment ; Florida
    Repository Name: AquaDocs
    Type: monograph
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  • 4
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    University of Florida Coastal and Oceanographic Engineering Department | Gainesville, FL
    In:  http://aquaticcommons.org/id/eprint/127 | 3 | 2020-08-24 02:53:49 | 127 | Oceanographic Engineering Program, Department of Civil and Coastal Engineering, University of Florida
    Publication Date: 2021-06-26
    Description: The critical need to predict the turbidity in water due to fine-grained sediment suspensionunder wave action over mud deposits for sedimentation and erosion studies, as well assorbed contaminant transport, is well known. Since fall velocities of fine sediment particlesare very small, they can be easily transported by hydrodynamic flows such as waves andcurrents. The presence of these particles in the water column affects accoustic transmission,heat absorption and depth of the eutrophic zone (Luettich et al., 1989). Because these sedimentsalso have a strong affinity for sorbing nutrients and toxic chemicals, sediments whichhave been deposited on the bottom may function as a source of contaminants to the watercolumn if they are disturbed by eroding forces resulting, for instance, from wave action. Anoutstanding example of a water body for these problems is Lake Okeechobee, the largestshallow lake in Florida. This lake shows typical signs of artificial eutrophication mainly dueto increased phosphorus loading associated with the surrounding region. Resuspension of sediment at the bottom of Lake Okeechobee composed of fine-grainedmaterial has been examined. A sediment transport model was used to simulate likelytrends in the evolution of the vertical suspended sediment concentration profile resultingfrom wave action, and the corresponding eroded bed depth was calculated through massbalance. Requisite information on characteristic parameters and relationships related tofine sediment erodibility were derived from field sampling of bottom sediment in the lake,and through laboratory experiments using this sediment and lake water. (161pp.)
    Description: South Florida Water Management District
    Keywords: Engineering ; Limnology ; Environment ; Chemistry ; Erosion ; Fine sediment ; Lake mud ; Lake Okeechobee
    Repository Name: AquaDocs
    Type: monograph
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  • 5
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    University of Florida Coastal and Oceanographic Engineering Department | Gainesville, FL
    In:  http://aquaticcommons.org/id/eprint/165 | 3 | 2020-08-24 02:54:43 | 165 | Oceanographic Engineering Program, Department of Civil and Coastal Engineering, University of Florida
    Publication Date: 2021-06-26
    Description: A method is presented and illustrated with examples to establishappropriate storm damage reduction and recreational benefits frombeach nourishment projects. Unlike previous methods, benefits toproject adjacent areas are recognized due to sand transport out of theproject area and deposition on adjacent beaches. (31pp.)
    Keywords: Engineering ; Environment ; Beach nourishment ; Damage reduction ; Nourishment benefits ; Recreational benefits ; Storm damage
    Repository Name: AquaDocs
    Type: monograph
    Format: application/pdf
    Format: application/pdf
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  • 6
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    University of Florida Coastal and Oceanographic Engineering Department | Gainesville, FL
    In:  http://aquaticcommons.org/id/eprint/178 | 3 | 2020-08-24 02:55:06 | 178 | Oceanographic Engineering Program, Department of Civil and Coastal Engineering, University of Florida
    Publication Date: 2021-06-26
    Description: This study has evaluated the volumes of beach quality material availablefrom the dredging planned for the deepening of the Pensacola Bay EntranceChannel. Recommendations have been made for volumes and configurations ofplacement on portions of the Perdido Key Unit of Gulf Islands National Seashore. (52pp.)
    Description: National Park Service
    Description: Prepared For: National Park Service 75 Spring Street, SW Atlanta, GA 30303
    Keywords: Engineering ; Environment ; Pensacola Bay Entrance Channel ; beach nourishment ; Perdido Key ; Gulf Islands National Seashore ; Florida ; sediment transport
    Repository Name: AquaDocs
    Type: monograph
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  • 7
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    University of Florida Coastal and Oceanographic Engineering Department | Gainesville, FL
    In:  http://aquaticcommons.org/id/eprint/212 | 3 | 2020-08-24 02:56:19 | 212 | Oceanographic Engineering Program, Department of Civil and Coastal Engineering, University of Florida
    Publication Date: 2021-06-27
    Description: This study was carried out to examine the effects of seawalls on the adjacentbeach by three dimensional model test. The results obtained from model test wereanalyzed in terms of volumetric changes and shoreline and hydrographic change toquantify the effects of seawalls.The experiments were carried out in the wave basin of Coastal and OceanographicEngineering department, University of Florida. A model seawall was installedon the test beach (19mxl4m) which was initially molded into equilibriumshapes. During the test, hydrographic surveys were conducted at regular time intervals.The main variable in the experiment is the wave angle. Cases both withand without seawall were tested. (141pp.)
    Description: Sea Grant Project No. R/C-S-26; Grant No. NA86AA-D-SG068
    Keywords: Engineering ; seawalls ; models ; beaches
    Repository Name: AquaDocs
    Type: monograph
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  • 8
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    University of Florida Coastal and Oceanographic Engineering Department | Gainesville, FL
    In:  http://aquaticcommons.org/id/eprint/210 | 3 | 2020-08-24 02:55:34 | 210 | Oceanographic Engineering Program, Department of Civil and Coastal Engineering, University of Florida
    Publication Date: 2021-06-27
    Description: It is well known that tidal inlets tend to cause accretion on updrift shorelines anderosion on downdrift shorelines. This study documented the shoreline changes near severaltidal inlets along Florida's east and west coasts. An analytical and a numerical methodwere used to attempt to predict the shoreline changes downdrift of these inlets. (142pp.)
    Keywords: Oceanography ; Engineering ; shore protection ; beach erosion ; inlets ; Florida ; thesis ; Ft. Pierce Inlet ; Sebastian Inlet ; St. Lucie Inlet ; Boca Raton Inlet ; baker's Haulover ; St. Andrews Bay Entrance ; Venice Inlet ; Lake Worth Inlet
    Repository Name: AquaDocs
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  • 9
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    Bachand & Associates | Davis, CA
    In:  phil@bachandassociates.com | http://aquaticcommons.org/id/eprint/3357 | 393 | 2013-08-08 18:52:54 | 3357 | Bachand & Associates
    Publication Date: 2021-06-27
    Description: Phosphorus removal by wetlands and basins in Lake Tahoe may be improved through designing these systems to filter storm water through media having higher phosphorus removal capabilities than local parent material. Substrates rich in iron, aluminum and calcium oftentimes have enhanced phosphorus removal. These substrates can be naturally occurring, byproducts of industrial or water treatment processes, or engineered. Phosphorus removal fundamentally occurs through chemical adsorption and/or precipitation and much of the phosphorus can be irreversibly bound. In addition to these standard media, other engineered substrates are available to enhance P removal. One such substrate is locally available in Reno and uses lanthanum coated diatomaceous earth for arsenate removal. This material, which has a high positive surface charge, can also irreversibly remove phosphorus. Physical factors also affect P removal. Specifically, specific surface area and particle shape affect filtration capacity, contact area between water and the surface area, and likelihood of clogging and blinding. A number of substrates have been shown to effectively remove P in case studies. Based upon these studies, promising substrates include WTRs, blast furnace slag, steel furnace slag, OPC, calcite, marble Utelite and other LWAs, zeolite and shale. However, other nonperformance factors such as environmental considerations, application logistics, costs, and potential for cementification narrow the list of possible media for application at Tahoe. Industrial byproducts such as slags risk possible leaching of heavy metals and this potential cannot be easily predicted. Fly ash and other fine particle substrates would be more difficult to apply because they would need to be blended, making them less desirable and more costly to apply than larger diameter media. High transportation costs rule out non-local products. Finally, amorphous calcium products will eventually cementify reducing their effectiveness in filtration systems. Based upon these considerations, bauxite, LWAs and expanded shales/clays, iron-rich sands, activated alumina, marble and dolomite, and natural and lanthanum activated diatomaceous earth are the products most likely to be tested for application at Tahoe. These materials are typically iron, calcium or aluminum based; many have a high specific surface area; and all have low transportation costs. (PDF contains 21 pages)
    Keywords: Management ; Ecology ; Pollution ; Limnology ; Engineering ; Earth Sciences ; Environment ; Storm water ; Nutrients ; Phosphorus ; Alumina ; Basins ; Adsorption ; Diatomaceous Earth ; Lake Tahoe ; wetlands
    Repository Name: AquaDocs
    Type: monograph
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  • 10
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    Bachand & Associates | California
    In:  http://aquaticcommons.org/id/eprint/1875 | 267 | 2013-08-08 18:57:34 | 1875 | Bachand & Associates
    Publication Date: 2021-07-10
    Description: (pdf contains 418 pages)
    Description: USFS
    Description: City of South Lake Tahoe
    Keywords: Ecology ; Conservation ; Pollution ; Engineering ; Environment ; Bachand & Associates ; UC Davis Tahoe Environmental Research Center ; Desert Research Institute ; UC Davis Aquatic Toxicology Laboratory ; UC Davis School of Veterinary Medicine ; Anatomy ; Physiology and Cell Biology
    Repository Name: AquaDocs
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  • 11
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    University of Florida Coastal and Oceanographic Engineering Department | Gainesville, FL
    In:  http://aquaticcommons.org/id/eprint/472 | 3 | 2020-08-24 02:58:29 | 472 | Oceanographic Engineering Program, Department of Civil and Coastal Engineering, University of Florida
    Publication Date: 2021-06-29
    Description: One and two-dimensional, second order turbulence plant canopy flowmodels were developed for the purpose of estimating the effect ofcoastal vegetation on wind blown sand transport. The computer programthat solves the governing differential equations uses measured leafarea density profiles and drag coefficients for crop plants similar inshape and size to the more common coastal vegetation in Florida. (Document has 57 pages.)
    Keywords: Atmospheric Sciences ; Engineering ; Earth Sciences ; coastal vegetation ; dunes ; winds ; sediment transport
    Repository Name: AquaDocs
    Type: monograph
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