This paper highlights the results of a short term (three weeks) monitoring of open 5 storm sewer in a residential area in Kuching city, Malaysia in terms of sedimentation. The 6 monitoring was done by measuring the water level and sediment depth for the chosen stretch 7 daily during the period of study. The variation in the mean sediment depth where there will 8 always be some deposition indicates that a more suitable design criterion to be adopted is 9 based on limit deposition. Generally the total mean volume of sediment increased during the 10 period of study with a much quicker rate of sediment accumulation with shorter duration 11 between rainy days. This shows that rain actually brought sediments into the observed stretch 12 of sewer...
The Berembang holding pond of the Stormwater Management and Road Tunnel (SMART), located in the st...
Sewerage system is the sole infrastructure which conveys sewage to sewerage treatment plants. The us...
To explore the migration differences of sediments at the front, middle, and end sections of a storm ...
Sediment trapping of the synthetic construction site stormwater runoff (SCSSR) by grassed filter str...
This paper presents the design of a tipping flush gate and its potential use in servicing open storm...
cited By 1International audienceEroded sewer sediments are a significant source of organic matter di...
Accurate predictions of sediment loads released by sewer overflow discharges are important for being...
Sedimentation of fine muddy material in culverts and storm sewers becomes an important issue in Texa...
The polluting effects of storm water runoff on the receiving waterbodies represent an increasingly ...
Solid transport in combined sewers is characterized by a succession of two phenomena: erosion of sed...
This study develops recommendations for sustainable urban storm water management in the Town of Vict...
Sedimentation commonly occurs in urban drainage systems, disrupts flow, and is one of the major caus...
Inflow and infiltration is important to be monitored for sewerage systems. The aim of this research ...
Assessing in-sewer sediment accumulation, which causes problems such as loss of hydraulic capacity o...
International audienceSediment development observations, made in a man-entry combined trunk sewer eq...
The Berembang holding pond of the Stormwater Management and Road Tunnel (SMART), located in the st...
Sewerage system is the sole infrastructure which conveys sewage to sewerage treatment plants. The us...
To explore the migration differences of sediments at the front, middle, and end sections of a storm ...
Sediment trapping of the synthetic construction site stormwater runoff (SCSSR) by grassed filter str...
This paper presents the design of a tipping flush gate and its potential use in servicing open storm...
cited By 1International audienceEroded sewer sediments are a significant source of organic matter di...
Accurate predictions of sediment loads released by sewer overflow discharges are important for being...
Sedimentation of fine muddy material in culverts and storm sewers becomes an important issue in Texa...
The polluting effects of storm water runoff on the receiving waterbodies represent an increasingly ...
Solid transport in combined sewers is characterized by a succession of two phenomena: erosion of sed...
This study develops recommendations for sustainable urban storm water management in the Town of Vict...
Sedimentation commonly occurs in urban drainage systems, disrupts flow, and is one of the major caus...
Inflow and infiltration is important to be monitored for sewerage systems. The aim of this research ...
Assessing in-sewer sediment accumulation, which causes problems such as loss of hydraulic capacity o...
International audienceSediment development observations, made in a man-entry combined trunk sewer eq...
The Berembang holding pond of the Stormwater Management and Road Tunnel (SMART), located in the st...
Sewerage system is the sole infrastructure which conveys sewage to sewerage treatment plants. The us...
To explore the migration differences of sediments at the front, middle, and end sections of a storm ...