Robust optimisation of a simple storm drainage system 2

Author(s):  
Oscar Osvaldo Marquez-Calvo
2018 ◽  
Vol 2017 (2) ◽  
pp. 552-560 ◽  
Author(s):  
Manfred Schütze ◽  
Maja Lange ◽  
Michael Pabst ◽  
Ulrich Haas

Abstract This contribution serves two purposes. (1) It presents an updated version of the Astlingen example developed by the working group ‘Integral Real Time Control’ of the German Water Association (DWA), which serves as a benchmark example for the setup and evaluation of real time control strategies. As this benchmark is also intended for educational use, it demonstrates a simple RTC algorithm, illustrating the main concepts of RTC of drainage system. (2) The paper also encourages the preliminary analysis of the potential feasibility and benefit of a temporal increase of inflow to the wastewater treatment plant (WWTP) before analysing the WWTP behaviour in detail. For the present example, RTC within the sewer system alone led to almost the same reduction of overflow volume as permitting the inflow to the WWTP to be increased for 6 h within any 24 h, if at all permitted.


2002 ◽  
Vol 2002 (15) ◽  
pp. 795-800
Author(s):  
Joseph M. Boccadoro ◽  
Peter Silbermann ◽  
Virginia Chadbourne ◽  
Charlie Jewell

1939 ◽  
Vol 29 (2) ◽  
pp. 199-230

Mr. V. E. Nash-Williams reports discoveries on three sites. (1) At Llantwit Major, Glamorganshire, where a house was partially excavated in 1888, trial cuttings showed that the structural remains covered an area of about 2 acres, enclosing roughly a square of about 300 ft., on the N, S, and W sides of which were the main buildings with detached outbuildings on the E side. In its final stage the plan was of winged-corridor type with main range on the W and others to the N and S, the latter possibly additional; it was fronted by an internal colonnade of imported freestone and faced on to a cobbled courtyard. A subsidiary range had been tacked on at right angles to the N wing. The walls of local limestone and sandstone remained up to 6 ft. and were decorated with coloured plaster; the floors were mostly of opus signinum. A hypocaust or furnace-chamber in the western or main range, after long use, had been filled in with refuse and a small iron-smelting furnace had been built over it. Two rooms in the N wing, opened in 1888, were cleared ; much of the geometric pavement survived. Three or four more skeletons were found ; they had been buried in rough cists sunk into the pavement or cut through the walls, and therefore at a period when the house was no longer in use. A massively constructed outbuilding, measuring 80 by 26 ft., stood just within the remains of a ditch system. (2) At Caerleon a trench was cut on the SW side of White Hart Lane in the praetentura of Isca abutting on the SE defences. It revealed the primary clay rampart, 15 ft. wide and 6 ft. high, with the inner face of the latest stone rampart outside it ; inside the rampart, and between it and the rampart roadway, a stone building had been inserted (cf. JRS xix, 182). The roadway was 20 ft. wide and heavily metalled and was bordered by the stone culvert of the main drainage-system. On the inner side of the roadway the walls and floor of a stone building, probably a barrack-block, were found.


2003 ◽  
Vol 46 (5) ◽  
pp. 755-770 ◽  
Author(s):  
DARREN WATERS ◽  
W. EDGAR WATT ◽  
JIRI MARSALEK ◽  
BRUCE C. ANDERSON

Author(s):  
Steven Chan ◽  
◽  
Michelle Yu ◽  
Scott Neuman ◽  
Magdy Hashem ◽  
...  

2016 ◽  
Vol 78 (5-3) ◽  
Author(s):  
Dedimuni Charmaine Nadeesha Chandraseana ◽  
Khamaruzaman Wan Yusof ◽  
Muhammad Raza Ul Mustafa ◽  
Zahiraniza Mustaffa ◽  
Salihi Ibrahim Umar

A moderate rainfall event can lead to harsh flash floods in most of the compact cities. Present urbanization happening in these cities creates an imbalance between generated urban runoff volume and effective drainage capacity. For the survival of these, it is vital in enhancing the efficiency of an urban drainage system. However, it is a complicated task due to the accumulation of solid waste in drainage channels. These drainage systems are super sensitive to some external factors caused by their immediate surroundings. This study found out the impact of the urban form, population agglomeration, floating population, imminent prone areas of urban sprawl and waste disposing patterns of settlers can be highly influenced to the efficiency of a storm drainage system. Hence, Geographical Information System based computational techniques and weighted fussy sets are being used to track the attention need areas of the system. These particular zones to be treated through the design of "Smart Storm Drainage Unit". By this, it is expected to maintain a clear drainage channel for transportation of surface runoff all the time. Thus, by Smart Storm Drainage will be fixed into the breakdown areas or highly sensitive areas of a drainage system. This paper discusses the impact of surrounding urban area to the breakdown of drainage system and fixates the problem by bypassing “Smart Storm Drainage Unit”.


1989 ◽  
Vol 33 ◽  
pp. 349-354
Author(s):  
Takehiro NAKAMURA ◽  
Yoshiaki IWASA ◽  
Masato NOGUCHI

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