IS 7112 -2002 Code Book PDF free download
This Indian Standard (First Revision) was adopted by the Bureau of Indian Standards, after the draft finalized by the Canals and Cross Drainage Works Sectional Committee had been approved by the Water Resources Division Council. Among the different types of terrain through which a canal may pass the most common one is the alluvial tract. The cross-section of the canal in alluvial soil, therefore, needs to be designed on considerations of stable and regime flow. This standard was first published in 1973 deriving assistance from the following publications: India Central Board of Irrigation and Power. Statistical design formula for alluvial canal system, 1967, Lacey (G). Sediment as factor in the design of unlined irrigation canals. General report on Q. 20 Sixth Congress on Irrigation and Drainage, New Delhi, 1966. international Commission on Irrigation and Drainage, This revision of the standard has been taken up to incorporate the latest technological changes in this field as well as to account for the experiences gained during the last three decades. There is no 1 S 0 standard on the subject. This standard has been prepared based on indigenous data and taking
into consideration the practices prevalent in the field in India. The composition of the Committee responsible for the formulation of this standard is given in Annex E. For the purpose of deciding whether a particular requirement of this standard is complied with, the final value, observed or calculated expressing the result of a test or analysis, should be rounded off in accordance with IS 2:1960 ‘Rules for rounding off numerical values (revised)’. The number of significant places retained in the rounded off value should be the same as that of the specified value in this standard.
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