YaBeSH Engineering and Technology Library

    • Journals
    • PaperQuest
    • YSE Standards
    • YaBeSH
    • Login
    View Item 
    •   YE&T Library
    • ASCE
    • Journal of Hazardous, Toxic, and Radioactive Waste
    • View Item
    •   YE&T Library
    • ASCE
    • Journal of Hazardous, Toxic, and Radioactive Waste
    • View Item
    • All Fields
    • Source Title
    • Year
    • Publisher
    • Title
    • Subject
    • Author
    • DOI
    • ISBN
    Advanced Search
    JavaScript is disabled for your browser. Some features of this site may not work without it.

    Archive

    Sediment Outflow under Simulated Rainfall Conditions with Varying Geotechnical Properties

    Source: Journal of Hazardous, Toxic, and Radioactive Waste:;2020:;Volume ( 024 ):;issue: 003
    Author:
    Pranjay Joshi
    ,
    Akhilesh Kumar
    ,
    P. V. Singh
    ,
    Jahangeer Jahangeer
    DOI: 10.1061/(ASCE)HZ.2153-5515.0000513
    Publisher: ASCE
    Abstract: The vulnerability of soil toward erosion might be reduced by having a good vegetative cover over the soil surface, slope improvement, and improving soil properties so that it is not easily detached and transported. However, the establishment of proper vegetative cover is a long process because it takes time for seeds to germinate and attain maturity. As an alternative approach, if soil resistance was increased by increasing the shear strength of soil against erosive forces offered by eroding agents, the soil system would become capable of withstanding the detachment of its particles on the application of shear stress. To achieve the desired strength, jute fiber and guar gum were added (0.3%, 0.5%, and 0.7%) to a test plot of 1 m2 area which resulted in three different trays of three different strengths. The strength parameters were determined with the help of a triaxial test where unconsolidated undrained (UU) conditions were maintained throughout the experiment. The tray was maintained at different slopes (4%, 6%, 8%, 10%, and 12%) under a rainfall simulator of 1 m2 area that was capable of producing rainfall intensity of 12.8 and 17.5 cm/h. The sediment outflow for a particular tray at different rainfall intensity and the slope were collected and measured. The recorded observations revealed that the value of the shear strength of soil increased as a result of the applied treatments and the soil loss rate/sediment outflow rate decreased for every combination of land slope and rainfall intensity. In addition, it was found that for a particular value of cohesion and angle of internal friction, the runoff rate increased with rainfall intensity for every land slope and the sediment concentration and sediment outflow rate increased with rainfall intensity as well as land slope. The results of this study will be useful for measuring soil loss, sediment runoff, and sediment discharged from farmland taking into account the properties of rainfall, soil, and flow.
    • Download: (1.407Mb)
    • Show Full MetaData Hide Full MetaData
    • Get RIS
    • Item Order
    • Go To Publisher
    • Price: 5000 Rial
    • Statistics

      Sediment Outflow under Simulated Rainfall Conditions with Varying Geotechnical Properties

    URI
    http://yetl.yabesh.ir/yetl1/handle/yetl/4265821
    Collections
    • Journal of Hazardous, Toxic, and Radioactive Waste

    Show full item record

    contributor authorPranjay Joshi
    contributor authorAkhilesh Kumar
    contributor authorP. V. Singh
    contributor authorJahangeer Jahangeer
    date accessioned2022-01-30T19:42:11Z
    date available2022-01-30T19:42:11Z
    date issued2020
    identifier other%28ASCE%29HZ.2153-5515.0000513.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4265821
    description abstractThe vulnerability of soil toward erosion might be reduced by having a good vegetative cover over the soil surface, slope improvement, and improving soil properties so that it is not easily detached and transported. However, the establishment of proper vegetative cover is a long process because it takes time for seeds to germinate and attain maturity. As an alternative approach, if soil resistance was increased by increasing the shear strength of soil against erosive forces offered by eroding agents, the soil system would become capable of withstanding the detachment of its particles on the application of shear stress. To achieve the desired strength, jute fiber and guar gum were added (0.3%, 0.5%, and 0.7%) to a test plot of 1 m2 area which resulted in three different trays of three different strengths. The strength parameters were determined with the help of a triaxial test where unconsolidated undrained (UU) conditions were maintained throughout the experiment. The tray was maintained at different slopes (4%, 6%, 8%, 10%, and 12%) under a rainfall simulator of 1 m2 area that was capable of producing rainfall intensity of 12.8 and 17.5 cm/h. The sediment outflow for a particular tray at different rainfall intensity and the slope were collected and measured. The recorded observations revealed that the value of the shear strength of soil increased as a result of the applied treatments and the soil loss rate/sediment outflow rate decreased for every combination of land slope and rainfall intensity. In addition, it was found that for a particular value of cohesion and angle of internal friction, the runoff rate increased with rainfall intensity for every land slope and the sediment concentration and sediment outflow rate increased with rainfall intensity as well as land slope. The results of this study will be useful for measuring soil loss, sediment runoff, and sediment discharged from farmland taking into account the properties of rainfall, soil, and flow.
    publisherASCE
    titleSediment Outflow under Simulated Rainfall Conditions with Varying Geotechnical Properties
    typeJournal Paper
    journal volume24
    journal issue3
    journal titleJournal of Hazardous, Toxic, and Radioactive Waste
    identifier doi10.1061/(ASCE)HZ.2153-5515.0000513
    page04020022
    treeJournal of Hazardous, Toxic, and Radioactive Waste:;2020:;Volume ( 024 ):;issue: 003
    contenttypeFulltext
    DSpace software copyright © 2002-2015  DuraSpace
    نرم افزار کتابخانه دیجیتال "دی اسپیس" فارسی شده توسط یابش برای کتابخانه های ایرانی | تماس با یابش
    yabeshDSpacePersian
     
    DSpace software copyright © 2002-2015  DuraSpace
    نرم افزار کتابخانه دیجیتال "دی اسپیس" فارسی شده توسط یابش برای کتابخانه های ایرانی | تماس با یابش
    yabeshDSpacePersian