HYDRAULIC CONDUCTIVITY

HYDRAULIC CONDUCTIVITY - HYDRAULIC CONDUCTIVITY LABORATORY...

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HYDRAULIC CONDUCTIVITY LABORATORY No. 8 ROB WYMAN 03/27/2008
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TABLE OF CONTENTS Cover Letter . . . . . . . . . .       3 Introduction and Objectives . . . . . . . .       4 Experimental Equipment . . . . . . . 4 Experimental Procedure . . . . . . . .       5 Experimental Results and Interpretation . . . . . .       5 Discussion of Problems and Suggested Causes . . . . .       5 Conclusion . . . . . . . . . .       6 References . . . . . . . . . . .       6
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Appendix . . . . . . . . . . 7 March 27 th   2008 Professor Bill Yu Civil Engineering  Case Western Reserve University Cleveland, OH 44106
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Subject: Report of Hydraulic Conductivity Cleveland, Ohio ECIV 330 Laboratory No. 8 Dear Professor Yu: I have completed the Hydraulic Conductivity laboratory according to the ASTM D2434 –  Standard Test for Permeability of Granular Soils.  After recording the data, the  calculations were placed in the appendix section of the report.  The hydraulic  conductivity for the constant head test was found to be .02545 ± 3.05E-6 cm/s.  The  hydraulic conductivity for the falling head test was found to be .014444 ± 9.902E-7 cm/s. I appreciate the opportunity placed before me by Professor Yu and the rest of the staff  who work tirelessly at the Civil Engineering Department. Sincerely, Rob Wyman Introduction and Objectives This lab was designed to focus on the measurement of the hydraulic conductivity  of coarse grained soils.  We will be performing both constant head and falling head test. 
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HYDRAULIC CONDUCTIVITY - HYDRAULIC CONDUCTIVITY LABORATORY...

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