Building drainage demands are assumed random and intermittent. The existing Hunter-based models have been developed to aid in the sizing of pipes for instantaneous demands but not to predict the occurrence and duration of such demands. This paper proposes a time series model to determine the occurrence and duration of drainage demand, which are greater than some predefined flow rates due to a number of appliances that discharge randomly and intermittently with variable flow rates. While the duration is resolved using the time series data for simultaneous demands, the occurrence together with the time-dependent flow rate is quantified via Monte Carlo simulation based on occupant usage patterns and appliance discharge profiles derived from ap...
This study examines the fresh and flushing water pump installations for high-rise residential buildi...
In the water distribution network water quality process take place influenced by de flow velocity an...
Two complementary methods for the design of storage capacity in an upgraded sewerage system in relat...
2013-2014 > Academic research: refereed > Publication in refereed journalAccepted ManuscriptRGCResea...
Purpose - To determine the probable drainage load for sizing a stack serving a number of domestic wa...
The probable maximum flow rates and flushing water consumption of a residential development are two ...
Domestic flushing water demands are transient and influenced by occupant load variations as well as ...
Fixture unit approach used for estimating the probable maximum simultaneous demands in building wate...
The building water supply system is a fundamental unit in water supply systems as it is directly ass...
Currently, more research to implement and monitor cleaner production practices for distribution and ...
Instantaneous flow rate estimation is essential for sizing pipes and other components of water syste...
Since the 1940s, the models used to estimate peak water demand has been based largely upon variation...
The present concern about urban storm drainage and pollution control should not apply to separate fo...
Thesis: S.M., Massachusetts Institute of Technology, Department of Civil and Environmental Engineeri...
Statistical analysis and prediction of failure rates of water distribution pipes are usually perform...
This study examines the fresh and flushing water pump installations for high-rise residential buildi...
In the water distribution network water quality process take place influenced by de flow velocity an...
Two complementary methods for the design of storage capacity in an upgraded sewerage system in relat...
2013-2014 > Academic research: refereed > Publication in refereed journalAccepted ManuscriptRGCResea...
Purpose - To determine the probable drainage load for sizing a stack serving a number of domestic wa...
The probable maximum flow rates and flushing water consumption of a residential development are two ...
Domestic flushing water demands are transient and influenced by occupant load variations as well as ...
Fixture unit approach used for estimating the probable maximum simultaneous demands in building wate...
The building water supply system is a fundamental unit in water supply systems as it is directly ass...
Currently, more research to implement and monitor cleaner production practices for distribution and ...
Instantaneous flow rate estimation is essential for sizing pipes and other components of water syste...
Since the 1940s, the models used to estimate peak water demand has been based largely upon variation...
The present concern about urban storm drainage and pollution control should not apply to separate fo...
Thesis: S.M., Massachusetts Institute of Technology, Department of Civil and Environmental Engineeri...
Statistical analysis and prediction of failure rates of water distribution pipes are usually perform...
This study examines the fresh and flushing water pump installations for high-rise residential buildi...
In the water distribution network water quality process take place influenced by de flow velocity an...
Two complementary methods for the design of storage capacity in an upgraded sewerage system in relat...