Abstract:
This study was conducted to quantify the effect on the seepage rate through rectangular concrete canal sections with partial substitution of rice hull materials for sand and to evaluate its economic feasibility when practiced.
Reference this Research Paper (copy & paste below code):
Simmon M. Tan Jr., RPAE (2018); Seepage Rate through Concrete Rectangular Canal Sections with Different Levels of Partial Substitution of Rice Hull for Sand;
Int J Sci Res Publ 5(7) (ISSN: 2250-3153). http://www.ijsrp.org/research-paper-0715.php?rp=P434319
