Situation XV A concrete spillway with permanent crest at elevation 303m controls a reservo11.50 hectares in area. If by removing flashboards, water can be drawn from elevation 307 m down42.Deternmine the length of the spillway.otosQ ZoomDrawEdit ShareRotateto elevation 305 m in 30 minutes:a. 11.89 mb. 10.89 mc. 12.65 md. 14.38 mdiameter is 100 mm with C-C.- 0.92.43. Find the velocity of the nozzle.a. 38.88 m/sb. 59.04 m/sC. 57.94 m/sd. 31.38 m/s44. Find the head loss.a.14.04 mb. 9.14 mC. 32.40 md. 38.90 m45.Find the aggregate horsepoweravailable.a. 3687 hpb. 8190.10 hpC.2402.40 hpd. 8504.04 hpSttuation XVIII: A 25 mm longsmooth brass pin 00 m ong drains an open 1.2 m cylindicaltank which10 30mic viscosity of 0.03 N.s/m^2. TheMay. 09oilog (06

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Situation XVI A concrete spillway with permanent crest at elevation 303m controls a reservo 11.50 hectares in area. If by removing flashboards, water can be drawn from elevation 307 m down to elevation 305 m in 30 minutes; 42. Determine the length of the spillway. a. 11.89 m b. 10.89 m c. 12.65 m d. 14.38 m

Situation XVI A concrete spillway with permanent crest at elevation 303m controls a reservo 11.50 hectares in area. If by removing flashboards, water can be drawn from elevation 307 m down to elevation 305 m in 30 minutes; 42. Determine the length of the spillway. a. 11.89 m b. 10.89 m c. 12.65 m d. 14.38 m

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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