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Journal articles on the topic 'Load transport'

Author: Grafiati

Published: 4 June 2021

Last updated: 1 February 2022

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1

Khullar, N. K., U. C. Kothyari, and K. G. Ranga Raju. "BED LOAD TRANSPORT IN THE PRESENCE OF WASH LOAD TRANSPORT." ISH Journal of Hydraulic Engineering 13, no. 1 (2007): 106–22. http://dx.doi.org/10.1080/09715010.2007.10514861.

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2

WIERZBICKA, Aleksandra, and Mariusz KMIECIK. "Abnormal load transport in the context of urban logistics." Scientific Papers of Silesian University of Technology. Organization and Management Series 2020, no. 146 (2020): 499–508. http://dx.doi.org/10.29119/1641-3466.2020.146.35.

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Purpose: The goal of the article is to present oversized transport in the context of urban logistics as the impact of available urban infrastructure, documentation and means of transport on the flow of oversized cargo between the place of loading and the place of receipt. Abnormal load transportation is carried out with the use of public and private roads. It affects the infrastructure and safety of the city through which it takes place, because usually a given section of the road is not excluded during the journey. Design/methodology/approach: The article is based on a broad analysis of Polis

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3

Shi, Zhiyong, Kaiyun Wang, Dawei Zhang, Zaigang Chen, Guanghao Zhai, and Daoxing Huang. "EXPERIMENTAL INVESTIGATION ON DYNAMIC BEHAVIOUR OF HEAVY-HAUL RAILWAY TRACK INDUCED BY HEAVY AXLE LOAD." Transport 34, no. 3 (2019): 351–62. http://dx.doi.org/10.3846/transport.2019.10325.

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The damage to the track structure and the influence to the line deformation have greatly deteriorated with the increase of the axle load compared with that of the ordinary trains. However, there is a paucity of experimental research on the dynamic influence of the heavier haul freight trains on the railway tracks. The objective of this study is to investigate the dynamic behaviour of heavy-haul railway track induced by heavy axle load by field experimental tests. The wheel–rail dynamic force, the track structure dynamic deformation and the track vibration behaviour are measured and analysed wh

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4

Janulevičius, Algirdas, Antanas Juostas, and Gediminas Pupinis. "TRACTOR ENGINE LOAD AND FUEL CONSUMPTION IN ROAD CONSTRUCTION WORKS." TRANSPORT 25, no. 4 (2010): 403–10. http://dx.doi.org/10.3846/transport.2010.50.

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Tractor load influences engine work parameters having an influence on the working economy and productivity of the complete tractor aggregate. The operational economy and productivity of the tractor is mostly evident when its engine power is utilized at least at 80% and engine speed is as low as possible. The paper analyses the engine parameters of tractor Massey Ferguson MF 8480 during the operational period of road construction works. Control tests on the parameters of the engine load of the tractor engine in combination with the employed milling equipment WS 2500 produced by the company ‘Wir

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5

MACIOSZEK, Elżbieta. "Essential techniques for fastening loads in road transport." Scientific Journal of Silesian University of Technology. Series Transport 110 (March 1, 2021): 97–104. http://dx.doi.org/10.20858/sjsutst.2021.110.8.

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During the transportation of goods, damage and destruction of the transported cargo constitute a very large part of the damage. The most common direct cause of damage is an improper arrangement and securing of the transported load. An improperly secured load may pose a threat to the transporters and bystanders. Incorrectly secured loads can fall from the vehicle, obstruct movement, and cause injury or death. In addition, improperly secured loads can cause injury or death in heavy braking or a collision. The way the load is distributed and secured on the vehicle can negatively affect driving be

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6

Swamee, Prabhata K., and Chandra Shekhar P. Ojha. "Bed‐Load and Suspended‐Load Transport of Nonuniform Sediments." Journal of Hydraulic Engineering 117, no. 6 (1991): 774–87. http://dx.doi.org/10.1061/(asce)0733-9429(1991)117:6(774).

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7

Busskamp, R., and B. Hasholt. "Coarse bed load transport in a glacial valley, Sermilik, South East Greenland." Zeitschrift für Geomorphologie 40, no. 3 (1996): 349–58. http://dx.doi.org/10.1127/zfg/40/1996/349.

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8

Askarian Khoob, Abolfath, and Mohammad Javad Ketabdari. "WAVE-INDUCED LOADS ON CROSS-DECK OF A WAVE-PIERCING TRIMARAN WITH DIFFERENT HULL FORMS OF OUTRIGGERS." Transport 34, no. 5 (2019): 559–68. http://dx.doi.org/10.3846/transport.2019.11376.

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Trimaran has unique hull form with a rapidly growth in recent years due to its application as a mode of transports and naval vessels. Designing trimaran faces many technical challenges because of its complex structural outlines and high-speeds operation. This article investigates the influence of side hulls configuration (symmetric, inboard and outboard types) for wave loads on cross-deck of a trimaran ship when advancing at sea in regular waves. The computation of these hydrodynamic forces is carried out using MAESTRO-Wave 3D panel method code. This code is based on potential flow theory that

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9

Geng, Junyi, and Jack W. Langelaan. "Cooperative Transport of a Slung Load Using Load-Leading Control." Journal of Guidance, Control, and Dynamics 43, no. 7 (2020): 1313–31. http://dx.doi.org/10.2514/1.g004680.

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10

Gottvald, Jakub. "THE CALCULATION AND MEASUREMENT OF THE NATURAL FREQUENCIES OF THE BUCKET WHEEL EXCAVATOR SCHRS 1320/4X30." TRANSPORT 25, no. 3 (2010): 269–77. http://dx.doi.org/10.3846/transport.2010.33.

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Natural frequencies and shapes are the basic dynamic properties of each structure. On the basis of their knowledge, the sensitivity of the structure to a dynamic load could be estimated. While designing, natural frequencies are based on calculations and numerical simulations. However, computational numerical models do not exactly correspond with real structures and there are many details which have to be simplified. It means that the real natural frequencies of structures may differ from the calculated ones. It is advantageous to verify the calculated results by suitable experimental measureme

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11

Ma, Kaichao, Changhong Tang, Jianye Zhang, Xiaofei Niu, and Qingzhi Fan. "Flight Load Design of Nacelle of Carrier-Based Propeller Transport Aircraft." Xibei Gongye Daxue Xuebao/Journal of Northwestern Polytechnical University 38, no. 6 (2020): 1249–56. http://dx.doi.org/10.1051/jnwpu/20203861249.

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The carrier-based propeller transport aircraft has a compact layout, where the large nacelle in size and weight is sensitive to propeller slipstream, and thus calls for sophisticated flight load design studies, which are still insufficient considering domestic experience. In detail, the design methods on aerodynamic load, inertial load, gyrostatic moment, as well as studies on design criteria and maneuver simulation technology are shown for a reference aircraft. The design range applied to this nacelle's flight load is firstly determined by understanding and selecting the design criteria. The

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12

Liu, Chun Rong, and Dao Lin Xu. "Bed Load Transport under Complex Flow." Advanced Materials Research 255-260 (May 2011): 3589–93. http://dx.doi.org/10.4028/www.scientific.net/amr.255-260.3589.

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In this paper, the backward-facing step flow and the sediment transport downstream step were studied experimentally. The critical incipient bed shear velocity is obtained by the results of bed shear velocity and sediment incipient probability. It was found that the critical incipient bed shear velocity depends on the flow structures under the complex flow. By using the new critical incipient bed shear obtained in this paper and calculating the Shields parameter based on instantaneous bed shear velocity, the bed load sediment transport rate downstream step was given. The time history of the bed

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13

Xu, Haijue, Yuchuan Bai, and Chiu-On Ng. "Nonlinear mechanism of bed load transport." Transactions of Tianjin University 15, no. 2 (2009): 126–29. http://dx.doi.org/10.1007/s12209-009-0022-5.

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14

Samaga, Belle R., Kittur G. Ranga Raju, and Ramchandra J. Garde. "Bed Load Transport of Sediment Mixtures." Journal of Hydraulic Engineering 112, no. 11 (1986): 1003–17. http://dx.doi.org/10.1061/(asce)0733-9429(1986)112:11(1003).

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15

Samaga, Belle R., Kittur G. Ranga Raju, and Ramchandra J. Garde. "Suspended Load Transport of Sediment Mixtures." Journal of Hydraulic Engineering 112, no. 11 (1986): 1019–34. http://dx.doi.org/10.1061/(asce)0733-9429(1986)112:11(1019).

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16

Hu, Chunhong, and Yujia Hui. "Bed-Load Transport. I: Mechanical Characteristics." Journal of Hydraulic Engineering 122, no. 5 (1996): 245–54. http://dx.doi.org/10.1061/(asce)0733-9429(1996)122:5(245).

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17

Hu, Chunhong, and Yujia Hui. "Bed-Load Transport. II: Stochastic Characteristics." Journal of Hydraulic Engineering 122, no. 5 (1996): 255–61. http://dx.doi.org/10.1061/(asce)0733-9429(1996)122:5(255).

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18

Gomez, Basil, and Jonathan D. Phillips. "Deterministic Uncertainty in Bed Load Transport." Journal of Hydraulic Engineering 125, no. 3 (1999): 305–8. http://dx.doi.org/10.1061/(asce)0733-9429(1999)125:3(305).

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19

Patel, P. L., and K. G. Ranga Raju. "Fractionwise calculation of bed load transport." Journal of Hydraulic Research 34, no. 3 (1996): 363–79. http://dx.doi.org/10.1080/00221689609498485.

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20

Patel, P. L., and Mayank Jain. "BED LOAD TRANSPORT OF BIMODAL SEDIMENTS." ISH Journal of Hydraulic Engineering 15, no. 1 (2009): 14–23. http://dx.doi.org/10.1080/09715010.2009.10514927.

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21

Fanger, H. U., H. Kuhn, W. Michaelis, A. Müller, and R. Riethmüller. "Investigation of Material Transport and Load in Tidal Rivers." Water Science and Technology 18, no. 4-5 (1986): 101–10. http://dx.doi.org/10.2166/wst.1986.0185.

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The transport of suspended particulate matter and of heavy metals in tidal rivers is of both ecological and economic relevance. But temporal variabilities and spatial heterogeneities considerably complicate its quantitative treatment by numerical simulation and the acquisition of representative field data for systematic investigations. As a contribution to the potential solution of this problem, a methodology has been developed at the GKSS Research Centre which combines theoretical and experimental techniques in an effective way. A novel measuring system on board a ship allows the fast determi

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22

Gölz, Emil. "Recent Bed Load of the River Rhine; Provenance, Transport and Deposition." Zeitschrift der Deutschen Geologischen Gesellschaft 137, no. 2 (1986): 587–611. http://dx.doi.org/10.1127/zdgg/137/1986/587.

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23

Yang, Chih Ted, and Francisco J. Simões. "Wash Load and Bed-Material Load Transport in the Yellow River." Journal of Hydraulic Engineering 131, no. 5 (2005): 413–18. http://dx.doi.org/10.1061/(asce)0733-9429(2005)131:5(413).

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24

Lauchlan, C. "Experimental investigation of bed-load and suspended-load transport over weirs." Journal of Hydraulic Research 42, no. 5 (2004): 551–58. http://dx.doi.org/10.1080/00221686.2004.9641224.

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25

Zanke, Ulrich, and Aron Roland. "Sediment Bed-Load Transport: A Standardized Notation." Geosciences 10, no. 9 (2020): 368. http://dx.doi.org/10.3390/geosciences10090368.

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Morphodynamic processes on Earth are a result of sediment displacements by the flow of water or the action of wind. An essential part of sediment transport takes place with permanent or intermittent contact with the bed. In the past, numerous approaches for bed-load transport rates have been developed, based on various fundamental ideas. For the user, the question arises which transport function to choose and why just that one. Different transport approaches can be compared based on measured transport rates. However, this method has the disadvantage that any measured data contains inaccuracies

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26

Anerud, von Hofsten, and Eliasson. "An alternative supply system for stump biomass – coarse grinding combined with sieving of the produced hog fuel." International Journal of Forest Engineering 27, no. 2 (2016): 109–14. http://dx.doi.org/10.1080/14942119.2016.1166917.

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Transport costs are one of the major costs in the supply chain of stumps for fuel. Stump parts are bulky and it is impossible to achieve full tonnages on trucks and trailers even though the load space is completely full. The transport economy for stumps is also negatively affected by the large amount of contaminants in the loads. Grinding the stumps at the landing and sieving of the produced hog fuel has the potential to increase load weights and reduce both the amount of contaminants and the transport costs. To evaluate such a system a series of studies were made. Results show that coarse gri

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27

ARAKI, Seiichi, Ayumi DAIMARU, Akiyoshi KATANO, Yoshinobu ITO, and Yoshiyuki UNO. "FIELD OBSERVATION OF THE SUSPENDED LOAD TRANSPORT." Journal of Japan Society of Civil Engineers, Ser. B2 (Coastal Engineering) 71, no. 2 (2015): I_685—I_690. http://dx.doi.org/10.2208/kaigan.71.i_685.

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28

Aberle, Jochen, Stephen E. Coleman, and Vladimir I. Nikora. "Bed load transport by bed form migration." Acta Geophysica 60, no. 6 (2012): 1720–43. http://dx.doi.org/10.2478/s11600-012-0076-y.

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29

Matoušek, Václav, and Štěpán Zrostlík. "Collisional transport model for intense bed load." Journal of Hydrology and Hydromechanics 68, no. 1 (2020): 60–69. http://dx.doi.org/10.2478/johh-2019-0027.

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AbstractIn an open channel with a mobile bed, intense transport of bed load is associated with high-concentrated sediment-laden flow over a plane surface of the eroded bed due to high bed shear. Typically, the flow exhibits a layered internal structure in which virtually all sediment grains are transported through a collisional layer above the bed. Our investigation focuses on steady uniform turbulent open-channel flow with a developed collisional transport layer and combines modelling and experiment to relate integral quantities, as the discharge of solids, discharge of mixture, and flow dept

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30

Khullar, Narinder K., Umesh C. Kothyari, and Kittur G. Ranga Raju. "Suspended Wash Load Transport of Nonuniform Sediments." Journal of Hydraulic Engineering 136, no. 8 (2010): 534–43. http://dx.doi.org/10.1061/(asce)hy.1943-7900.0000223.

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31

He Bai and J. T. Wen. "Cooperative Load Transport: A Formation-Control Perspective." IEEE Transactions on Robotics 26, no. 4 (2010): 742–50. http://dx.doi.org/10.1109/tro.2010.2052169.

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32

Gomez, B. "The potential rate of bed-load transport." Proceedings of the National Academy of Sciences 103, no. 46 (2006): 17170–73. http://dx.doi.org/10.1073/pnas.0608487103.

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33

Sekine, Masato, and Gary Parker. "Bed‐Load Transport on Transverse Slope. I." Journal of Hydraulic Engineering 118, no. 4 (1992): 513–35. http://dx.doi.org/10.1061/(asce)0733-9429(1992)118:4(513).

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34

Abrahams, Athol D. "Bed-Load Transport Equation for Sheet Flow." Journal of Hydraulic Engineering 129, no. 2 (2003): 159–63. http://dx.doi.org/10.1061/(asce)0733-9429(2003)129:2(159).

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35

Lockwood, Kenneth, Patrick Grover, and Ana Maria Ferreira da Silva. "Quantification of bed-load transport over dunes." E3S Web of Conferences 40 (2018): 02010. http://dx.doi.org/10.1051/e3sconf/20184002010.

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There is disagreement in the literature as to whether a shear stress-based approach can be used to accurately predict sediment transport over dunes. This study aims to address this disagreement. To this end, use is made of an experiment involving the study of naturally formed, fully developed dunes produced in a laboratory flume. The bed shear stress is estimated through a combination of velocity, Reynolds stress measurements, and results of a CFD RANS rough wall model. The validity of using Bagnold’s equation to predict the bed-load rate is subsequently analyzed. In contrast to what has been

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36

Matoušek, Václav, and Štěpán Zrostlík. "Bed Load Transport Modelling Using Kinetic Theory." E3S Web of Conferences 40 (2018): 05072. http://dx.doi.org/10.1051/e3sconf/20184005072.

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Intense transport of bed load is associated with highconcentrated sediment-laden flow over a plane mobile bed at high bed shear. Typically, the flow exhibits a layered internal structure in which a vast majority of sediment grains is transported through a collisional layer above the bed. Our investigation focuses on steady uniform open-channel flow with a developed collisional transport layer and combines modelling and experiment to relate integral quantities, as the discharge of solids, discharge of mixture, and flow depth with the longitudinal slope of the bed and the internal structure of t

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37

Raudkivi, Arved J. "On transport of bed load by waves." Journal of Hydraulic Research 27, no. 2 (1989): 245–56. http://dx.doi.org/10.1080/00221688909499184.

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38

Capart, Hervé, and Luigi Fraccarollo. "Transport layer structure in intense bed-load." Geophysical Research Letters 38, no. 20 (2011): n/a. http://dx.doi.org/10.1029/2011gl049408.

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39

Thapa, Sandesh, He Bai, and J. Á. Acosta. "Cooperative Aerial Load Transport with Force Control." IFAC-PapersOnLine 51, no. 12 (2018): 38–43. http://dx.doi.org/10.1016/j.ifacol.2018.07.085.

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40

Fumery, Guillaume, Laetitia Claverie, Vincent Fourcassié, and Pierre Moretto. "Walking pattern efficiency during collective load transport." Gait & Posture 64 (July 2018): 244–47. http://dx.doi.org/10.1016/j.gaitpost.2018.06.114.

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41

Delis, A. I., and I. Papoglou. "Relaxation approximation to bed-load sediment transport." Journal of Computational and Applied Mathematics 213, no. 2 (2008): 521–46. http://dx.doi.org/10.1016/j.cam.2007.02.003.

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42

Kamnik, Rok, Boštjan Kovačič, and Andrej Štrukelj. "Deformation Analysis of Bridges in Exceptional Transports in Slovenia." PROMET - Traffic&Transportation 22, no. 1 (2012): 15–22. http://dx.doi.org/10.7307/ptt.v22i1.160.

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In August 1999 an exceptional transportation of two steamers of 666 tonnes was performed from the Port of Koper to the Nuclear power plant in Krško. The transport covered a distance of about 200km and represented one of the largest exceptional transports in Slovenia ever. Finding the best route represented one of the major issues, because the steamers had to cross more than 50 problematic sections and bridges, most of which have not been designed for such heavy loads. It was necessary to load-test almost all bridges on the route to determine whether those bridges need any extra supports or not

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43

Rahman, Sabaruddin, Akira Mano, and Keiko Udo. "Quasi-2D sediment transport model combined with Bagnold-type bed load transport." Journal of Coastal Research 65 (January 2, 2013): 368–73. http://dx.doi.org/10.2112/si65-063.1.

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44

Waikhom, Sahita Ibopishak, and Sanjaykumar Madhusudan Yadav. "A total load approach to predict bed load transport of Indian alluvial river." ISH Journal of Hydraulic Engineering 24, no. 1 (2017): 92–99. http://dx.doi.org/10.1080/09715010.2017.1354338.

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45

Trzciński, Grzegorz, Łukasz Tymendorf, and Paweł Kozakiewicz. "Parameters of Trucks and Loads in the Transport of Scots Pine Wood Biomass Depending on the Season and Moisture Content of the Load." Forests 12, no. 2 (2021): 223. http://dx.doi.org/10.3390/f12020223.

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Transport of wood biomass is one of the key operations in forestry and in the wood industry. An important part is the transport of shredded wood, where the most common forms are chips and sawdust. The aim of the research was to present the variability of the total weight of trucks (gross vehicle weight, GVW), the weight of the empty trucks (tare), and loads of chips and sawdust in different periods of the year. Changes in specific parameters were analyzed: GVW; tare weight; trailer capacity; use of the trailer load capacity; bulk volume and bulk density of wood biomass loads; solid cubic meter

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46

Hämmerling, Mateusz, Paweł Zawadzki, Natalia Walczak, and Michał Wierzbicki. "The bed load transport in rivers. Part I: Start moving, shear stress." Acta Scientiarum Polonorum Formatio Circumiectus 13, no. 4 (2015): 109–20. http://dx.doi.org/10.15576/asp.fc/2014.13.4.109.

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47

Tymendorf, Łukasz, and Grzegorz Trzciński. "Multi-Factorial Load Analysis of Pine Sawlogs in Transport to Sawmill." Forests 11, no. 4 (2020): 366. http://dx.doi.org/10.3390/f11040366.

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This study analyzed the variability of truckloads of large-sized pine logs transported to a furniture manufacturing mill, depending on the origin of the timber, delivery period, length of the transported logs, volume of the load and its mass. It was assumed that the volume and mass of the transported timber load depends on the season of the year and the origin of the timber, which has a significant impact on the mass of one cubic meter of the load. The analysis of the wood origin parameters (location of its growth) took into account the type of forest habitat, soil type and stand abundance. Th

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48

Zhao, Yonghui, Chengyu Yue, and Haiyan Hu. "Gust Load Alleviation on a Large Transport Airplane." Journal of Aircraft 53, no. 6 (2016): 1932–46. http://dx.doi.org/10.2514/1.c033713.

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49

SUGIMURA, Ayumu, Yasuo NIHEI, and Kazuaki OHTSUKI. "APPLICABILITY FOR SIMPLE METHOD OF BED-LOAD TRANSPORT." Journal of Japan Society of Civil Engineers, Ser. B1 (Hydraulic Engineering) 71, no. 4 (2015): I_1219—I_1224. http://dx.doi.org/10.2208/jscejhe.71.i_1219.

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50

Barbosa Filho, José A. D., Marília L. V. Queiroz, Daniel de F. Brasil, Frederico M. C. Vieira, and Iran J. O. Silva. "Transport of broilers: load microclimate during Brazilian summer." Engenharia Agrícola 34, no. 3 (2014): 405–12. http://dx.doi.org/10.1590/s0100-69162014000300003.

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The objective of this study was to characterize the microclimatic profile of broiler transport trucks under commercial conditions, in the summer, by continuous monitoring of environmental variables (temperature and air relative humidity). Three loads were monitored from farm to slaughterhouse, considering factors such as distance and day periods (morning, afternoon, and night). To obtain the profile of the environmental variables during journey, data loggers, that determined the microclimate to which birds were submitted, were installed in the trucks; data loggers also allowed visualization of

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