Lateral Channel Confinement, Tributaries, and Their Impact On
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Njit-Etd2017-005
Copyright Warning & Restrictions The copyright law of the United States (Title 17, United States Code) governs the making of photocopies or other reproductions of copyrighted material. Under certain conditions specified in the law, libraries and archives are authorized to furnish a photocopy or other reproduction. One of these specified conditions is that the photocopy or reproduction is not to be “used for any purpose other than private study, scholarship, or research.” If a, user makes a request for, or later uses, a photocopy or reproduction for purposes in excess of “fair use” that user may be liable for copyright infringement, This institution reserves the right to refuse to accept a copying order if, in its judgment, fulfillment of the order would involve violation of copyright law. Please Note: The author retains the copyright while the New Jersey Institute of Technology reserves the right to distribute this thesis or dissertation Printing note: If you do not wish to print this page, then select “Pages from: first page # to: last page #” on the print dialog screen The Van Houten library has removed some of the personal information and all signatures from the approval page and biographical sketches of theses and dissertations in order to protect the identity of NJIT graduates and faculty. ABSTRACT EROSION BEHAVIOR AND SCOUR RISK OF EXTREMELY COARSE STREAMBEDS by Abolfazl Bayat Bridge scour, which is the erosion of soil and rock around bridge abutments and piers, is the principal cause of bridge failure in the United States and around the world. Previous investigations of scour have focused mostly on fine sediments such as sand, silt, and small gravel, because such alluvium underlies a majority of bridges. -
Sieve Analysis Astm Pdf
Sieve analysis astm pdf Continue GranulometryBastary Concepts Participating Grain Size SizeMeat distribution MorphologyMetods and Techniques Scale Optical GranulometrySive Analysis Soil Gradation Related ConceptsGranulation Granular MaterialMineral Dust Recognition PatternsDynamic Scattering of Light Sieve Analysis (or Gradation Test) is a practice or procedure, used (usually used in civil construction) to estimate the distribution of particle size (also called gradation) of granular material, allowing the material to pass through a series of sieves gradually smaller mesh size and weighing the amount of material that stops in each sieve as a fraction of the entire mass. Size distribution is often crucial to the way the material is used. Sieve analysis can be performed on any type of inorganic or organic granular materials, including sands, crushed rock, clay, granite, feldspars, charcoal, soil, a wide range of manufactured powders, grains and seeds, up to a minimum size depending on the exact method. Being such a simple method of particle size, this is probably the most common. Procedural sieves used for gradation test. Mechanical shaker used to analyze the sieve. The gradation test is carried out on the sample of the unit in the laboratory. Typical sieve analysis includes an enclosed sieve column with a wire mesh cloth (screen). For more information about the size of the sieve, you can see a separate page of the grid (scale). The representative weighted sample is poured into the upper sieve, which has the largest screen openings. Each lower sieve in the column has smaller holes the higher. At the base is a round pan called a receiver. The column is usually placed in a mechanical shaker. -
Unmanned Aerial Systems-Aided Post-Flood Peak Discharge Estimation in Ephemeral Streams
remote sensing Article Unmanned Aerial Systems-Aided Post-Flood Peak Discharge Estimation in Ephemeral Streams Emmanouil Andreadakis 1, Michalis Diakakis 1,* , Emmanuel Vassilakis 1 , Georgios Deligiannakis 2 , Antonis Antoniadis 1, Petros Andriopoulos 1, Nafsika I. Spyrou 1 and Efthymios I. Nikolopoulos 3 1 Faculty of Geology and Geoenvironment, National and Kapodistrian University of Athens, Panepistimioupoli Zografou, 15784 Athens, Greece; [email protected] (E.A.); [email protected] (E.V.); [email protected] (A.A.); [email protected] (P.A.); [email protected] (N.I.S.) 2 Department of Natural Resources Management and Agricultural Engineering, Agricultural University of Athens, 11855 Athens, Greece; [email protected] 3 Florida Institute of Technology, Department of Mechanical and Civil Engineering, Melbourne, FL 32901, USA; enikolopoulos@fit.edu * Correspondence: [email protected] Received: 13 November 2020; Accepted: 18 December 2020; Published: 21 December 2020 Abstract: The spatial and temporal scale of flash flood occurrence provides limited opportunities for observations and measurements using conventional monitoring networks, turning the focus to event-based, post-disaster studies. Post-flood surveys exploit field evidence to make indirect discharge estimations, aiming to improve our understanding of hydrological response dynamics under extreme meteorological forcing. However, discharge estimations are associated with demanding fieldwork aiming to record in small timeframes delicate data and data prone-to-be-lost and achieve the desired accuracy in measurements to minimize various uncertainties of the process. In this work, we explore the potential of unmanned aerial systems (UAS) technology, in combination with the Structure for Motion (SfM) and optical granulometry techniques in peak discharge estimations. -
Image Analysis and Hardware Developments for the Vision Cone Penetrometer (Viscpt) Andrea Ventola, S.M.ASCE1; Ron Dolling2; and Roman D
Geo-Congress 2020 GSP 317 640 Image Analysis and Hardware Developments for the Vision Cone Penetrometer (VisCPT) Andrea Ventola, S.M.ASCE1; Ron Dolling2; and Roman D. Hryciw, Ph.D., M.ASCE3 1Dept. of Civil and Environmental Engineering, Univ. of Michigan, Ann Arbor, MI. E-mail: [email protected] 2ConeTec Investigations Ltd., Richmond, BC, Canada. E-mail: [email protected] 3Dept. of Civil and Environmental Engineering, Univ. of Michigan, Ann Arbor, MI. E-mail: [email protected] ABSTRACT The vision cone penetrometer (VisCPT) fits a traditional cone penetrometer (CPT) with a camera to obtain continuous in situ soil images. A previously developed image analysis method determines several textural indices for each captured image. The textural index profiles can identify thin soil layers and lenses that may be undetected by the CPT. A newly redesigned VisCPT having a much higher resolution camera than in previous VisCPTs has been developed. The larger resolution expands the range of soil sizes that can be optically characterized by the system. Updated hardware and image analysis techniques will enhance the capabilities of the VisCPT for generating accurate soil profiles. INTRODUCTION The cone penetrometer (CPT) is an accurate in situ soil test that generates nearly continuous soil profiles through correlations between tip resistance, side friction, and pore pressures with soil types (Robertson et al. 1986, Kulhawy and Mayne 1990, Schneider et al. 2008, Abbaszadeh Shahri et al. 2015). The CPT holds many advantages over the Standard Penetration Test (SPT). However, unlike the CPT, the SPT affords the ability to gather soil samples for visual inspection and laboratory index testing. -
Sand Sieve Analysis Pdf
Sand sieve analysis pdf Continue The particle size test involves the definitions of sand, silt and clay along with the textured class of USDA soil, determined by the relative percentages of the three fractions of soil. The Sand Sieve test includes seven separate works: gravel, very rough sand, rough sand, medium sand, fine sand, very fine sand and fines (US Standard Sieve No. 10, 18, 35, 60, 140 and 270). ServiceFee Particle Size Test Fee $20.00 Sand Sieve Test $20.00 Charges Effective 7/01/2012 Sending Sample If submitting a sample for particle size/sand sieve tests in addition to the soil fertility test, indicate information about soil fertility form an additional test (s) requested and include a check or cash order with a sample to cover additional tests. GranulometryBastary Concepts Participating Grain Size SizeMeat distribution MorphologyMetods and Techniques Scale Optical GranulometrySive Analysis Soil Gradation Related ConceptsGranulation Granular MaterialMineral Dust Recognition PatternsDynamic Scattering of Light Sieve Analysis (or Gradation Test) is a practice or procedure, used (usually used in civil construction) to estimate the distribution of particle size (also called gradation) of granular material, allowing the material to pass through a series of sieves gradually smaller mesh size and weighing the amount of material that stops in each sieve as a fraction of the entire mass. Size distribution is often crucial to the way the material is used. Sieve analysis can be performed on any type of inorganic or organic granular materials, including sands, crushed rock, clay, granite, feldspars, charcoal, soil, a wide range of manufactured powders, grains and seeds, up to a minimum size depending on the exact method.