Numerical analysis and field measurements of the airflow patterns and thermal comfort in an indoor swimming pool: a case study

2016 ◽  
Vol 10 (3) ◽  
pp. 527-548 ◽  
Author(s):  
Mathieu Lebon ◽  
Hachimi Fellouah ◽  
Nicolas Galanis ◽  
Abdelhakim Limane ◽  
Nasreddine Guerfala
Keyword(s):  
Numerical Analysis ◽  
Thermal Comfort ◽  
Field Measurements ◽  
Swimming Pool ◽  
Indoor Swimming Pool

scholarly journals Predicting tunnelling-induced ground movements and interpreting field measurements using numerical analysis: Crossrail case study at Hyde Park

Géotechnique ◽  
2018 ◽  
Vol 68 (1) ◽  
pp. 31-49 ◽  
Author(s):  
V. Avgerinos ◽  
D. M. Potts ◽  
J. R. Standing ◽  
M. S. P. Wan
Keyword(s):  
Numerical Analysis ◽  
Field Measurements ◽  
Ground Movements

scholarly journals Predicting tunnelling-induced ground movements and interpreting field measurements using numerical analysis: Crossrail case study at Hyde Park

Géotechnique ◽  
2019 ◽  
Vol 69 (10) ◽  
pp. 936-939
Author(s):  
Vasileios Avgerinos ◽  
David M. Potts ◽  
Jamie R. Standing ◽  
Michael S. P. Wan ◽  
Evangelia S. Ieronymaki ◽  
...  
Keyword(s):  
Numerical Analysis ◽  
Field Measurements ◽  
Ground Movements

scholarly journals Improving Water Efficiency in a Municipal Indoor Swimming-Pool Complex: A Case Study

2021 ◽  
Vol 11 (22) ◽  
pp. 10530
Author(s):  
Flora Silva ◽  
Ana M. Antão-Geraldes ◽  
Carmem Zavattieri ◽  
Maria João Afonso ◽  
Flávio Freire ◽  
...  
Keyword(s):  
Water Consumption ◽  
Swimming Pool ◽  
Water Efficiency ◽  
Efficiency Measures ◽  
Consumption Reduction ◽  
Indoor Swimming Pool ◽  
Use Efficiency ◽  
Annual Water ◽  
Filter Backwashing

This study aimed to determine the water demand of a municipal swimming pool complex to propose water use efficiency measures. Concomitantly, the possibility of recycling and reusing the water from filter backwashing was evaluated. The pools consumed 25.6% of water, the filter backwashing 24.5%, and the showers 34.7%. Despite the current impossibility of reducing water consumption in pools and filter backwashing, it is feasible to promote more efficient use of water through reducing water consumption by adopting simple water-saving initiatives for showers, taps, and flushing cisterns. These were organized into three distinct scenarios: (a) flushing cistern volume adjustment and the replacement of washbasin and kitchen taps; (b) flushing cistern volume adjustment and shower replacement and (c) flushing cistern volume adjustment, shower, washbasin, and kitchen taps replacement. Under scenarios 1, 2, and 3, the water consumption reduction was 8.0, 13.2, and 20.4%, respectively. The initial investment for scenario 1 was €2290.5, €859.0 for scenario 2 and €3149.5 for scenario 3; the annual water bill reduction was €7115.4, €11,518.1, and €17,655.9, respectively. Therefore, the turnover of the investment was four (scenario 1), one (scenario 2), and three months (scenario 3). The filter washings attained the required standard for irrigation after being subjected to 15 h of sedimentation.

scholarly journals Investigation of Air Quality Problems in an Indoor Swimming Pool: A Case Study

2015 ◽  
Vol 59 (8) ◽  
pp. 1085-1089 ◽  
Author(s):  
Benoit Lévesque ◽  
Lorraine Vézina ◽  
Denis Gauvin ◽  
Patrice Leroux
Keyword(s):  
Air Quality ◽  
Swimming Pool ◽  
Indoor Swimming Pool

A case study integrating field measurements and numerical analysis of high-fill slope stabilized with cast-in-place piles in Yunnan, China

2019 ◽  
Vol 253 ◽  
pp. 160-170 ◽  
Author(s):  
Guoqing Zhao ◽  
Yuyou Yang ◽  
Haiqing Zhang ◽  
Guolong Zhang
Keyword(s):  
Numerical Analysis ◽  
Field Measurements ◽  
Fill Slope

Sediment transport under dry weather conditions in a small sewer system

1998 ◽  
Vol 37 (1) ◽  
pp. 155-162
Author(s):  
Flemming Schlütter ◽  
Kjeld Schaarup-Jensen
Keyword(s):  
Sediment Transport ◽  
Field Data ◽  
Field Measurements ◽  
Weather Conditions ◽  
Sewer System ◽  
Transport Models ◽  
Sewer Systems ◽  
Combined Sewer ◽  
Initial Results

Increased knowledge of the processes which govern the transport of solids in sewers is necessary in order to develop more reliable and applicable sediment transport models for sewer systems. Proper validation of these are essential. For that purpose thorough field measurements are imperative. This paper renders initial results obtained in an ongoing case study of a Danish combined sewer system in Frejlev, a small town southwest of Aalborg, Denmark. Field data are presented concerning estimation of the sediment transport during dry weather. Finally, considerations on how to approach numerical modelling is made based on numerical simulations using MOUSE TRAP (DHI 1993).

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