Using Crushed Limestone Rocks in Sports Field Rootzones at Different Levels of Bulk Density


Mohammed Abdulrazzaq Fattah

Faculty of Agricultural Sciences-Sulaimani University, Bakrajo Street, Sulaimaniyah-Iraq


Abstract

Most parks and sports fields are built using native type soils that generally contain excess
clay and silt contents. Problems associated with these soil types include: easily
compacted, poor drainage, low water infiltration, low nutrient availability, and reduced
root growth. Various methods have been used to modify these soils by mixing it with
sand and other amendments, due to shortage of natural sand in many parts of the world
and conserving natural resources, it is necessary to find alternative materials; crushed
limestone sand can be identified as an alternative natural sand in making good quality
sport field mixture.To assess the possibility of using crushed limestone rocks and to establish a successful
sports field mixture, (700, 270 and 30 g kg-1) of crushed limestone sand, native soil, andpeatmoss, 
respectively on mass basis were mixed. 
Some parameters that are related tosoil mixture of sport field were studied: stability, 
saturated hydraulic conductivity (Ksat), maximum water holding capacity (MWHC), 
and each of water holding capacity (WHC) against the gravity and penetration resistance 
(PRE) of mixture over time were measured at different bulk densities (1.2, 1.3, 1.4, 1.5 and 1.6 Mg m-3). 
To select the best bulk density (ρb) at constructed sports field rootzones, the coefficient of determination (R2)
between ρb and each of the studied parameters were determined which were strong
relation among them. This finding suggests that ρb may control problems during making
soil mixture. In this research the best ρb of mixture are ranged from 1.417 to 1.510 Mg
m-3 at which sports field soil provided good stability, good drain, and the quality of the
playing surface well recognized in unfavorable weather conditions.

Key Words:
Crushed limestone,
Bulk density,
Sability,
Hydraulic
conductivity,
Penetration
resistance,
Water holding
capacity.


References

[1] McAfee, J., “Using Compost for Sports Fields”, Texas Cooperative Extension, Dallas, TX, P.1, (2009).

[2] Taha, Z.Y., “Effect of sand fractions size and moisture contents on some physical properties of sport field soil”, MSc Thesis, Faculty of Agricultural Sciences, University of Sulaimani, Sulaimani, Iraq, (2013).

[3] Li, D., “Physical properties of golf and sports turf rootzones as affected by amendments, construction methods, and management practices”, Ph.D. dissertation. Iowa State University, Ames, Iowa, USA, (2001).

[4] Bingaman, D.E., and Kohnke, H., “Evaluating sand for athletic turf”. Agron. J., 62:464–467, (1970).

[5] McCoy, E.D., “Quantitative physical assessment of organic materials used in sports turf rootzone mixes”, Agron. J., 84:375-381, (1992).

[6] Chaudhari, P.R., Ahire, D.V., Ahire, V.D., Chkravarty, M., and Maity, S. “Soil Bulk Density as related to Soil Texture, Organic Matter Content and available total Nutrients of Coimbatore Soil”. International Journal of Scientific and Research Publications, Volume 3, Issue 2, ISSN 2250-3153, (2013).

[7] Page, A.L., Miller, R.H., and Keeney, D.R., “Methods of soil analysis” Part 2. Amer. Soc. Agric. Pub. Madison, Wisconsin, U.S.A, (1982).

[8] ASTM-D698, “American Society for Testing and Materials, Standard test methods for laboratory compaction characteristics of soil using standard proctor method”, (1986)

[9] Klute, A., “Methods of soil analysis”, Part 1. 2nd Ed., Agron. Monogr. 9. ASA and SSSA. Madison. WI., (1986). 

[10] Stewart, V.I., “Sports Turf Science, construction and maintenance, Soil Science and Sports Turf Consultant, Published in association with the National Playing Fields Association”, E & FN SPON, An Chapman An Imprint of Chapman & Hall London-Glasgow, New, York, Tokyo, Melbourne, Madras, (2005).

[11] Wells, W., “Managing Sports Fields in Mississippi”, Extension Service of Mississippi State University, cooperating with U.S. Department of Agriculture, Publication 2086, (2000).

[12] Taylor, D.H., and Blake, G.R., “Sand Content of Sand-Soil-Peat Mixtures for Turf grass”, Soil Sci. Soc. Am. J., 43: 394-398., (1979).

[13] Swartz, W.E., and Kardos, L.T., “Effects of Compaction on physical properties of Sand-soil-peat mixture at various moisture Contents”, Agron. J., 55: 7-10. (1963).

[14] Lowery, B., and Schuler, R.T., “Duration and effects of compaction on soil and plant growth in Wisconsin”, Soil and Tillage Res., 29(2-3):205-210, (1994).

[15] Jamison, V.C., and Kroth, E.M., “Available moisture storage in relation to textural composition and organic matter content of several Missouri soils”, Soil Sci. Soc. Am. J., 22(3), 189-192, (1958).

[16] Taylor, H.M., Robertsonand, G.M., and Parker, J.J., “Soil strength-root penetration relations for medium to coarse textured soil materials”, Soil Sci., 102:18-22. (1966).

[17] Bengough, A.G., and Mullins, C.E., “Mechanical impedance to root growth: A review of experimental techniques and root growth responses”, J. Soil Sci. 14:341-358, (1991).

[18] Costantinir, A., “Relationships between cone penetration resistance, bulk density, and moisture content in uncultivated, repacked, and cultivated hardsetting and non hard setting soils from the coastal lowlands of south-east Queensland”, New Zealand Journal of Forestry Science, 26(3): 395-412, (1996).

[19] McCoy, E., Sherratt, P.J., and Street, J.R. “Golf course and athletic field soils; Soils in Landscaped Commercial Areas”, edited by Joyce Scheyer, Encyclopedia of Life Support Systems (EOLSS), Developed under the Auspices of the UNESCO, Eolss Publishers, Oxford, UK, (2004).

[20] Barley, K.P., and Greacen, E.L., “Mechanical resistance as a soil factor influencing the growth of roots and underground shoots”, Advances in Agron. 19(1): 1-43, (1967).

[21] Burdett, A.N., Simpson, D.G., and Thompson, C.F., “Root development and plantation establishment success”, Plant and Soil 71:10-103, (1983).

[22] Fattah, M.A., “Some practical tests to reduce seepage from earthen ponds for different texture soils” MSc Thesis, College of Agriculture, University of Salahaddin-Erbil, Iraq, (2004).

[23] Singh, B.D, Chanasyk, S., and McGill, W.B., “Soil hydraulic properties of an Orthic Black Chernozem under long-term tillage and residue management", Can. J. Soil Sci., 75:63-71, (1995).

[24] Green Section Staff, “USGA Recommendations for a method of putting green construction”, USGA Green Section Record 31(2):1-3, (1993).