Author: Şafak EYÜBOĞLU

Publishing Date: 2007

E-ISSN: 2147-9364

Volume 22 Issue 3


During the studies of planning at 1993-1994, Malatya-Yoncalı dam has been planning for irrigation, 12045 hectare land in plain of Arguvan. The dam’s reservoir at level 1302 will taken water which 11,3 m3/s capacity will worked dont pressure at 3,50 m diameter horseshoe section to transfer Arguvan plain with irrigation tunnel of 9480 m. The Drill sample of totaly 2192 m have been done which top of the ırrigation tunnel route 22 amount, and access tunnel route 1 amount, then was made foundation drill 23 amount. Tunnel level has been done pressure water test of totaly 876 amount

Key Words: Tunnel; engineering norms; suggestions

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