scholarly journals Water quality and quantity assessment of pervious pavements performance in experimental car park areas

2014 ◽  
Vol 69 (7) ◽  
pp. 1526-1533 ◽  
Author(s):  
Luis A. Sañudo-Fontaneda ◽  
Susanne M. Charlesworth ◽  
Daniel Castro-Fresno ◽  
Valerio C. A. Andres-Valeri ◽  
Jorge Rodriguez-Hernandez

Pervious pavements have become one of the most used sustainable urban drainage system (SUDS) techniques in car parks. This research paper presents the results of monitoring water quality from several experimental car park areas designed and constructed in Spain with bays made of interlocking concrete block pavement, porous asphalt, polymer-modified porous concrete and reinforced grass with plastic and concrete cells. Moreover, two different sub-base materials were used (limestone aggregates and basic oxygen furnace slag). This study therefore encompasses the majority of the materials used as permeable surfaces and sub-base layers all over the world. Effluent from the test bays was monitored for dissolved oxygen, pH, electric conductivity, total suspended solids, turbidity and total petroleum hydrocarbons in order to analyze the behaviour shown by each combination of surface and sub-base materials. In addition, permeability tests were undertaken in all car parks using the ‘Laboratorio Caminos Santander’ permeameter and the Cantabrian Portable Infiltrometer. All results are presented together with the influence of surface and sub-base materials on water quality indicators using bivariate correlation statistical analysis at a confidence level of 95%. The polymer-modified porous concrete surface course in combination with limestone aggregate sub-base presented the best performance.

2014 ◽  
Vol 70 (8) ◽  
pp. 1341-1347 ◽  
Author(s):  
V. C. Andrés-Valeri ◽  
D. Castro-Fresno ◽  
L. A. Sañudo-Fontaneda ◽  
J. Rodriguez-Hernandez

Three different drainage systems were built in a roadside car park located on the outskirts of Oviedo (Spain): two sustainable urban drainage systems (SUDS), a swale and a filter drain; and one conventional drainage system, a concrete ditch, which is representative of the most frequently used roadside drainage system in Spain. The concentrations of pollutants were analyzed in the outflow of all three systems in order to compare their capacity to improve water quality. Physicochemical water quality parameters such as dissolved oxygen, total suspended solids, pH, electrical conductivity, turbidity and total petroleum hydrocarbons were monitored and analyzed for 25 months. Results are presented in detail showing significantly smaller amounts of outflow pollutants in SUDS than in conventional drainage systems, especially in the filter drain which provided the best performance.


2007 ◽  
Vol 51 ◽  
pp. 1415-1420
Author(s):  
Nobuhiro MATSUNAGA ◽  
Sousuke MASUDA ◽  
Taishi NAKAMUTA ◽  
Takahisa TOKUNAGA ◽  
Shinichiro YANO ◽  
...  

2008 ◽  
Vol 52 ◽  
pp. 1291-1296
Author(s):  
Nobuhiro MATSUNAGA ◽  
Sousuke MASUDA ◽  
Taishi NAKAMUTA ◽  
Takahisa TOKUNAGA ◽  
Shinichiro YANO ◽  
...  

1996 ◽  
Vol 40 ◽  
pp. 1009-1014
Author(s):  
Kazutoshi KAN ◽  
Tuyoshi HORIGUCHI ◽  
Hideaki TARE

2021 ◽  
Vol 50 (4) ◽  
pp. 23-53
Author(s):  
Ranya M. Salah Eldin ◽  
Noha S. Donia ◽  
Ashraf E. Ismail

2020 ◽  
Vol 12 (10) ◽  
pp. 4313 ◽  
Author(s):  
Md Mizanur Rahman ◽  
Simon Beecham ◽  
Asif Iqbal ◽  
Md Rajibul Karim ◽  
Abu Taher Zillur Rabbi

The mechanistic design of a concrete block pavement (CBP) can be very complicated and often requires the use of computer programs. This paper presents a new mechanistic-empirical method, which is implemented in a computer program (DesignPave) that calculates base course/sub-base thicknesses for a range of design inputs such as traffic load, interlocking properties, and material stiffness. A range of virgin and recycled unbound granular materials were also experimentally tested to characterize them for possible use as base course or sub-base materials. Combining the new mechanistic-empirical method and the range of base course/sub-base course materials (virgin and recycled aggregates), it was found that while a CBP containing recycled aggregates did not offer a significant direct financial benefit based on the characteristics or material costs, the associated environmental benefits were very high.


2011 ◽  
Vol 347-353 ◽  
pp. 2268-2272
Author(s):  
Quan Hu ◽  
Zhi Hong Wang ◽  
Yan Guo ◽  
Dan Gao

The research treats the lakes of the Guangzhou Higher Education Mega Center(HEMC) as the main research objects. According to the relationship of the lakes and university city drainage system,lakes are the accepter of rain and sewage.In fact, the lakes of HEMC can be divided into five categories,our researches choose the natural pond,ornamental pond , the oxidation pond as the main bodies of researches,which have a great impact on environment and people. The lakes of HEMC are not a source of drinking water. We select the phosphorus, nitrogen, COD, Fe, Mn, and ctc. as the main indexs of water quality assessment. The results of the typical sampling points are under the surface water environment quality standard for level Ⅴ. The main pollutants are TN and TP. According to the situation of the lakes, putting forward views to improve the water quality.


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