System based Assignment for System Analysis and Design Module at APIIT 1st year 1st SemesterFull description
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dcefrrgth6Descripción completa
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Pavement design
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junior MACHINE ELEMENTS CLASS
Billboard design & analysis calculation
It is Unit 5 of VTU syllabus of Hydraulics and Pneumatics. Mechanical engineering 7TH sem.Full description
Exercises of Design & Analysis for IT
ALGORITHM ANALYSIS DIVIDE AND CONQUER GREEDY METHOD DYNAMIC PROGRAMMING BACKTRACKING TRAVERSALS BRANCH AND BOUND
Design and analysis of pavement
I. Calculation of Daily water demand Number of occupancy: 60 pax II. Size of Cistern Tank Total Water Demend:
*
1584 ga gals/da *
convert to cubic meter depth,m 1.8 *
5 m3 m3 width,m 1 .6 *
III. Sizing of Elevated Water Tank (EWT) Capacity of EWT: 1/3 *
118 8 =
use
26.4 gals/day
1 unit/s
IV. Sizing of Soil and Vent Stack Loading: Fixture Unit WC LAV UR BT FD KS SH
75.00% =
1188 ga gals
size of cistern tank length 2m
39 6
gals
stainless water tank, 1500 gals capacity
FU 17 14 3 0 22 3 12
USAD 6 2 5 4 2 2 2
1 02 28 15 0 44 6 24 219 FU
FOR 219 FU USE 150 MM DIA. SOIL PIPE FOR LAVATORY & OTHER KIND OF VENT USE 50 MM DIA. PIPE V. Sizing of Building Sewer Data: Max. Discharge = Max. Velocity=
75.00% of of 1188 gals
1584 ga gals
0.5 ft/sec.
Computation: Discharge Q=
1188 ga gals (24h/day)(3600sec/hr)(7.5gals/cu.ft)
= =
1188 648000 0.001833 cu.ft/sec.
From Q=AV
say
0.001833 = 0.5ft/sec)(3.1415D/4) D= 0.0002 ft. D= 150 mm Dia Building Sewer
VI. Septic Tank Dimension Standard of 34 cu.m. for Digestive Chamber say 1.8 m
* 34 m3
3.2 m *
therefore: digestive chamber dimension is leaching chamber 1 dimension is leaching chamber 2 dimension is
*
6m
34 cubic meters
2 cubic for 2 days effluent retention= depth,m 1.8 * 1.8 * 1.8 *
width,m 3.2 * 1.6 * 1.6 *
68 cu.m. length 6m 3m 3m
Note: Sizes, dimensions & specifications on this analysis shall govern over submitted plumbing plans & specs. CERTIFIED:
ENGR. RAY ROMULO P. PENOLIO Registered Master Plumber PRC ID No. PTR No. Date: Place:
