Technical Papers
Jun 22, 2021

Hydrological Assessment of Experimental Behaviors for Different Drainage Methods in Sports Fields

Publication: Journal of Irrigation and Drainage Engineering
Volume 147, Issue 9

Abstract

Sports fields are highly functional places for economic and social purposes nowadays. Effects of various climate conditions on sports fields are very crucial in terms of playability, the health of the players, and the pleasure of spectators. This study aims to evaluate drainage behaviors of different sports field drainage techniques considering hydrological aspects. For this purpose, 40 experiments were carried out. In the experiments, a rainfall simulator (RS) was used to create different storms that included four different design hyetographs with various rainfall intensities and six different constant rainfall intensities. The pipe drain (PD), suspended water table (SWT), sand groove (SG), and slit drain (SD) were also investigated as drainage techniques that are the most commonly known and suggested in the literature. Drain outflows were obtained and drawn with respect to the experiment time for each storm and constant rainfall condition. S hydrographs were consecutively created for the increasing value of the constant rainfall intensities. The hydrograph parameters that are the time to start to drain, maximum outflow, time to reach maximum outflow, and infiltration rate were also evaluated for PD, SWT, SG, and SD. It is clearly stated that the maximum drainage outflow of the SD was greater. The hyetographs had more distinctive effects on the shape of the drainage outflow hydrographs for the PD and SWT. The rainfall intensities were not separately the cause of surface ponding for each drainage method in this study. For 90  mmh1 and lower rainfall intensities, three drainage methods demonstrated similar drainage behaviors except for SD. The subsequent greater rainfall intensities induced different maximum drain outflows for each drainage technique. Furthermore, the SD had the maximum average outflows in every constant rainfall intensity. As a result, under the specific conditions, which are a nonweary surface, high level sanded rootzone, and good construction, the suggested four drainage systems demonstrated similar hydrologic behaviors even if some hydrograph parameters were slightly different.

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Data Availability Statement

All data, models, and code generated or used during the study appear in the published article.

Acknowledgments

This study was supported by the Turkish Scientific and Technical Research Council (TUBITAK) with Project No. 214M616. The findings, opinions, and conclusions presented are those of the authors and do not necessarily reflect the view of the Council.

References

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Go to Journal of Irrigation and Drainage Engineering
Journal of Irrigation and Drainage Engineering
Volume 147Issue 9September 2021

History

Received: Nov 13, 2020
Accepted: Apr 16, 2021
Published online: Jun 22, 2021
Published in print: Sep 1, 2021
Discussion open until: Nov 22, 2021

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Authors

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Master’s Student, Hydraulics, Coastal and Harbor Engineering Laboratory, Dept. of Civil Engineering, Yıldız Technical Univ., Davutpasa Campus, Istanbul 34210, Turkey. ORCID: https://orcid.org/0000-0001-6349-8262. Email: [email protected]
Ph.D. Student, Hydraulics, Coastal and Harbor Engineering Laboratory, Dept. of Civil Engineering, Yıldız Technical Univ., Davutpasa Campus, Istanbul 34210, Turkey (corresponding author). ORCID: https://orcid.org/0000-0002-9441-5359. Email: [email protected]
Hayrullah Agaccioglu [email protected]
Professor, Hydraulics, Coastal and Harbor Engineering Laboratory, Dept. of Civil Engineering, Yıldız Technical Univ., Davutpasa Campus, Istanbul 34210, Turkey. Email: [email protected]

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Cited by

  • DOĞAL VE SENTETİK ÇİM ZEMİNLİ FUTBOL SAHALARININ DRENAJ TASARIMLARI AÇISINDAN KARŞILAŞTIRILMASI, Uludağ University Journal of The Faculty of Engineering, 10.17482/uumfd.1005013, (487-502), (2022).

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