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Information Journal Paper

Title

ESTIMATING SUBSURFACE DRAINAGE NETWORK INSTALLATION COSTS (A CASE STUDY: BEHSHAHR)

Pages

  34-41

Abstract

 The aim of this study was the selection of appropriate depth and spacing of pipe drains in order to decrease installation COSTs of drainage network per unit area. A model was developed to estimate construction COSTs using soil and plant data for BEHSHAHR region. The results showed construction COSTs decrease with increasing installation depth, as reduction in COSTs in shallower drain depths (<1.8 m) was higher, compared to greater drain depths (>1.8 m). When environmental effects are considered in addition to installation COSTs, the optimum range of drain depths are between 1.6 to 1.8m whereas the minimum COSTs would be related to the 2.8m depth. Furthermore over- and under-estimation design factors and transportation distance for envelope materials had considerable effect on construction COSTs, and this effect was more intense for shallower drain depths.

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    • Cite

    APA: Copy

    SOLEIMANI, M., PARSINEJAD, M., & NOURI, H.. (2013). ESTIMATING SUBSURFACE DRAINAGE NETWORK INSTALLATION COSTS (A CASE STUDY: BEHSHAHR). WATERSHED MANAGEMENT RESEARCHES (PAJOUHESH-VA-SAZANDEGI), 26(1 (98)), 34-41. SID. https://sid.ir/paper/200638/en

    Vancouver: Copy

    SOLEIMANI M., PARSINEJAD M., NOURI H.. ESTIMATING SUBSURFACE DRAINAGE NETWORK INSTALLATION COSTS (A CASE STUDY: BEHSHAHR). WATERSHED MANAGEMENT RESEARCHES (PAJOUHESH-VA-SAZANDEGI)[Internet]. 2013;26(1 (98)):34-41. Available from: https://sid.ir/paper/200638/en

    IEEE: Copy

    M. SOLEIMANI, M. PARSINEJAD, and H. NOURI, “ESTIMATING SUBSURFACE DRAINAGE NETWORK INSTALLATION COSTS (A CASE STUDY: BEHSHAHR),” WATERSHED MANAGEMENT RESEARCHES (PAJOUHESH-VA-SAZANDEGI), vol. 26, no. 1 (98), pp. 34–41, 2013, [Online]. Available: https://sid.ir/paper/200638/en

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