minor loss due to sudden contraction 1>flow contraction 2>Expanssion of flow after sudden contraction 3>cavitation 4>boundry friction1 1674
the bubble tube parallel to the telescope of theodolite should be more sensitive since it controls a. vertical axis b. horizontal axis c. axis of bubble tube d. none of this3 5061
if dia of capillary tube is doubled the capillary rise will unaffected doubled halved none1 1896
nitrates more than 45 mg/l in water lead to disease called gastroenterities motteled teeth polio none1 2941
cross hairs in surveying telescope are fitted in the objective lense at the center of the telescope at the optical centre of eyepiece in front of the eyepiece2 3750
shearing strength of cohesionless soil depends upon dry density rate of loading confining pressure all above1 3276
undisturb samples are obtained by direct excavation thin walled sampler thick walled sampler none of this1 1735
relation bet Coefficient consolidation Cv, time factor Tv, drainage path d, & time t is Cv=d2Tv/t Cv=d2t/Tv Cv=tTv/d2 Cv=Tv/td2
the distrubution system in water supplies is designed on the basis of avg daily demand peak hourly demand coincident of draft greater of B & C869
the diff bet face left & face right observation of theodolite is 3' the error is 45'' 1'30'' 3' 0'1 3624
quick sand is a type of sand flow condition occuring in cohesive soil flow condition occuring in cohessionless soil all above1 1893
primary treatment of sewagw consist of removal of floating materials removal of sand & grit removal of organic materials all above790
in levelling operation the first site on any change point is back site the second site on any change point is fore site the line commenses with fore sight & closes with backsight the line comensses with back sight & closes with fore sigh790
all technical question
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400 ku d/c clearess ketan hota hai?
How to calculate unit weight of concrete for m40 grade.
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how many men days of loburs and masons are requirete for 1 cum,pcc (1:2:4),Pcc(1:3:6) and Pcc(1:4:8) thanking you
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I was once rejected for US visa in early August. But now I'm going again for interview next week. What are the chances that I will faced the same VO????
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asubmerged weir is one in which the water level on the down stream side of the weir is just at the crest level below the crest level above the crest level at stamp elevation as water surface on upstream
for Precast foundation howmany days required we can shift the foundation with american Standards i need reference with section any body can help