is 13623 (1993): criteria for choice of gates and hoistsis 1)823: 1983 "t«ftlr ~i'i~ iig...
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IS 13623 (1993): Criteria for choice of gates and hoists[WRD 12: Hydraulic Gates and Valves]
IS 1)823 : 1983
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Indian Standard
CRITERIA FORCHOICE OF GATES AND HOISTS
UDC 626.422.2: 621.876
@ DIS 1993
BUREAU OF INDIAN STANDARDSMANAK BHAVAN, 9 BAHADUR SHAH ZAPAR MARO
NEW DELHI 110002
F,bruary 1993 PrIceGroat 2
AMENDMENT NO. 1 APRIL 2003TO
IS 13623 : 1993 CRITERIA FOR CHOICE O}~ GATESAND HOISTS
[ Page I .. clause 2.1(b)(iii) ] - Substitute 'Needle valves' for 'Needlegates' .
[ Page J, clause 2.2(b) ] - Substitute 'and' for 'to'.
[ Page J, clause 2.3(c), lines 3 and 4 ] - Insert 'of service gates' after 'formaintenance' .
[ Page 1, clause 1.3(d), line J] - Add 'the' after 'Shut off'.
[ Page 1, clause 2.4(e) ] -Insert t) as given below:
If) Cast iron gates.'
[ Page 2, clause 3.1(d) ] - Substitute the following for the existing:
'd) Hydraulic hoist.'
[ Page 3, Table 1, 51 No. (i), col 5, line 8 ) - Insert" ice conditions' between'pier' and 'etc",
[ Page 3, Table 1, Sl No. (ii), col 5, lint! 9 ] - Substitute 'head' for 'heal'.
[ Page 3, Table 1, Sl No. (iv)(d), col 4, line 2 ) - Insert 'with automaticallyoperated lifting beam' after 'Gantry Crane. '
(WRD 12)
Reprography Unit, BIS. NewDe"". India
Hydraulic Gates and Valves Sectional Committee, RVD 12
FOREWORD
This Indian Standard was adopted by the Bureau of Indian Standards, after the draft finalized bythe Hydraulic Gates and Valves Sectional Committee, had been approved by the River ValleyDivision Council.
Different types of hydraulic gates and hoists, working on the same or different principles andmechanism are presently in use for controlled release or water through spillways, sluices, intakes, regulators, ducts, tunnels, etc. Right selection of gat es and their hoisting arrangementis very important to ensure safety of the structure and effective control. A designer has toplan a gate and its hoisting arrangement together. Separate planning of gates or hoists,sometimes results in unsatisfactory installation. Though the choice fC'r the gates and hoistsdepends on several factors, primarily safety, ease in operation as well as maintenance andeconomy are the governing requirements in the same order. The objective of this standard isnot to give concluding recommendations but to highlight different factors, which would largelyeffect the choice of gates and hoists and would help in selection of the same.
IS 13623 : 1993
Indian Standard
CRITERIA FORCHOICE OF GATES AND HOISTS
2.3 Based on Operational Requirements:
Such as radial gates.Sector gates, hingedleaf gates, fallingshutters.
b) Non-regulating gate
a) Service gates To be used for regulation( main gate) and routine operation
such as main gate forregulation of flowthrough spillway sluices,outlets, etc.
b) Emergency : To close the opening inclosure gates flowing water condition
in case of emergencysuch as emergencypenstock gate.
c) Maintenance : Bulkhead gate, emer-gate gency gate, stoplogs
which are used for maintenance.
d) Construction Required to shut offgates opening during construc-
tion or to finally closethe opening afterconstruction such asconstruction sluicegates, diversion tunnelgates, etc.
Material Used in Fabrication of
2.6 Based on Sbape
a) Hinged gates
2.4 Based onGates
a) Steel gates,
b) Wooden gates,c) Reinforced concrete gates,d) Aluminium gates, ande) Fabric ( plastic) gates/Rubber gate.
2.5 Based on Mode of OperatioD
a) Regulating : Operated under partialgates openings. Generally the
main regulating gatesare the service gates.Gates not suitable aswell as not intended foroperation under partialgate openings.
1 SCOPE1.1 This standard lays down the criteria Corchoice of common gates and hoists.
2 CLASSIFICA1ION OF GATES
2.1 Depending on Location of Opening WithRespect to Water Head
a) Crest ( surface) type intended to closeover flow opening such as:
i) Stoplogs/flash boards
ii) Vertical lift gatesiii) Radial gatesiv) Roller gatesv) Stoney gate
vi) Sector gatesvii) Pivot - lever ( flap) gates
viii) Inflatable gatesix) Falling shuttersx) Constant upstream level gates
xi) Constant downstream level gates
xii) Float operated gates, etc.
b) Submerged gates such as:
i) Vertical gate
ii) Deep radial gates
iii) Needle gates
iv) Disc gates
v) Plug ( telescopic) gates
vi) Cylindrical gates
vii) Ring follower gates
viii) Paradox gates
ix) Jet flow gates
x) Ring seal gates
2.2 On tbe Basis of Head Over Sill
a) Low head gate head less than 15 m
b) Medium head head between 15 mgate to 30 m
c) High head late head more than 30 m
1
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Doc: No. RVD 12 ( 4687 )
AmeDdDlentl Issued Since PublieatioD
Amend No. Date of Issue{
Text .AfeeteO
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