[vc_empty_space][vc_empty_space]
Effectiveness of sediment flushing by using under sluice flush canal
Safanpo A.a, Suripinb, Hadihardaja I.K.c
a Civil Engineering Department, Cenderawasih University, Makassar, Indonesia
b Civil Engineering Department, Diponegoro University, Semarang, Indonesia
c Civil Engineering Department, Bandung Institute of Technology, Bandung, Indonesia
[vc_row][vc_column][vc_row_inner][vc_column_inner][vc_separator css=”.vc_custom_1624529070653{padding-top: 30px !important;padding-bottom: 30px !important;}”][/vc_column_inner][/vc_row_inner][vc_row_inner layout=”boxed”][vc_column_inner width=”3/4″ css=”.vc_custom_1624695412187{border-right-width: 1px !important;border-right-color: #dddddd !important;border-right-style: solid !important;border-radius: 1px !important;}”][vc_empty_space][megatron_heading title=”Abstract” size=”size-sm” text_align=”text-left”][vc_column_text]© 2020 IOP Publishing Ltd. All rights reserved.The objective of this study was to analyse the effectiveness of sediment flushing system of under sluice channel at a floodway. An empirical model of under sluice flushing were built to determine its effectiveness. The object model of this study was the Sedayulawas floodway, located in Lamongan, East Java, Indonesia. This study used Hydraulic Physical Model Test. The model conducted in the Laboratory of Surakarta River Center. The variables of this study were sediment weight of flush sediment, upstream water level, sediment mass density, sediment diameter, current velocity, and water discharge. The result of this research discovers that the upstream water level, sediment mass density, sediment diameter, current velocity, and the water discharge, directly proportional towards the weight of the flush sediment.[/vc_column_text][vc_empty_space][vc_separator css=”.vc_custom_1624528584150{padding-top: 25px !important;padding-bottom: 25px !important;}”][vc_empty_space][megatron_heading title=”Author keywords” size=”size-sm” text_align=”text-left”][vc_column_text]Current velocity,Empirical model,Indonesia,Mass densities,Object model,Physical model test,Sediment flushing,Water discharges[/vc_column_text][vc_empty_space][vc_separator css=”.vc_custom_1624528584150{padding-top: 25px !important;padding-bottom: 25px !important;}”][vc_empty_space][megatron_heading title=”Indexed keywords” size=”size-sm” text_align=”text-left”][vc_column_text][/vc_column_text][vc_empty_space][vc_separator css=”.vc_custom_1624528584150{padding-top: 25px !important;padding-bottom: 25px !important;}”][vc_empty_space][megatron_heading title=”Funding details” size=”size-sm” text_align=”text-left”][vc_column_text][/vc_column_text][vc_empty_space][vc_separator css=”.vc_custom_1624528584150{padding-top: 25px !important;padding-bottom: 25px !important;}”][vc_empty_space][megatron_heading title=”DOI” size=”size-sm” text_align=”text-left”][vc_column_text]https://doi.org/10.1088/1755-1315/419/1/012002[/vc_column_text][/vc_column_inner][vc_column_inner width=”1/4″][vc_column_text]Widget Plumx[/vc_column_text][/vc_column_inner][/vc_row_inner][/vc_column][/vc_row][vc_row][vc_column][vc_separator css=”.vc_custom_1624528584150{padding-top: 25px !important;padding-bottom: 25px !important;}”][/vc_column][/vc_row]