1
Sr. No Size Levels 100.00 106.10 104.60 104.55 104.50 104.50 98.00 104.45 104.40 5 35.70 M Dia 104.35 104.25 104.20 104.00 103.95 FSL 103.95 Outlet to Bottom 98.20 FSL 103.80 Outlet to Bottom 98.15 FSL 103.70 Launder FSL 103.40 Bottom 102.80 FSL 103.35 Bottom 102.75 FSL 103.30 Bottom 102.55 FSL 103.20 Bottom 102.45 103.00 102.40 102.10 102.40 101.70 700 mm thick 101.00 500 mm thick 100.30 99.80 0.50 x 0.50 M 99.20 1.00 x 0.60 M 101.10 100.80 100.35 8 100.50 Hydraulic Levels for 20 MLD capacity WTP for JMC Structure Details G.L. Aerator. Top Aerator. FSL of peripheral channel 1 7 Flash Mixer 2.15 M x 2.15 M x 5.75 M LD + 0.30 M FB FSL near Inlet Chamber FSL U/S of Parshall Flume 0.90 M wide x 0.80 M LD + 0.30 M FB and 10.00 M long 6 0.90 M wide x 0.80 M LD + 0.30 M FB and 3.00 M long 3 Inlet Chamber. FSL 5.50 M Dia with 0.6M x (0.4+ 0.3) M. peripheral channel FSL Near aerator FSL near Flash Mixer Inlet Channel to filters, Pre settling Tank. FSL FSL Near Inlet Chamber Bottom 2.25 M Dia x 6.50 M. LD + 0.30 M FB Up to Junction Point 0.75 x (0.45 + 0.30 FB) M Filter water channel, Bottom Distribution trough Main channel, Bottom - Top of sand bed 9 Clarifloculator 2 Nos --11.65 M Flocculator Dia. X 29.50 M Clarifier Dia Settled water channel, 12 Filter house, Bottom of Gravel/ Underdrains - Bottom of manifold conduit Clear water sump FSL 9 Filter water chamber, FSL Filter water channel, FSL 11 1.20 M wide x 0.75 M LD + 0.30 M FB - Top of gravel bed 3 Nos. -- 0.40 x 0.30 M Distribution trough Side channel, Bottom Distribution trough Main channel, Top 1.00 x 0.70 M 12 beds each bed of size 5.8 x 4.40 M - FSL of filter Distribution Troughs Side channel, Top Raw Water Channel From Aerator to Inlet Chamber Raw Water Channel From Pre sedimentation tank to Flash Mixer FSL near P S Tank FSL D/S of Parshall Flume 2 Raw Water Channel From Inlet Chamber to Pre sedimentation tank From Junction Point to Inlet Channel 0.75 M wide x 0.60 M LD + 0.30 M FB 1.20 M wide x 0.75 M LD + 0.30 M FB 0.90 M wide x 0.80 M LD + 0.30 M FB and 3.00 M long FSL near P S Tank 4 Distribution Chamber 2.15 M x 2.15 M x 5.65 M LD + 0.30 M FB 8 10

Head loss

  • Upload
    hardik

  • View
    213

  • Download
    0

Embed Size (px)

DESCRIPTION

head loss calculation

Citation preview

Page 1: Head loss

Sr. No Size Levels

100.00

106.10

104.60

104.55

104.50

104.50

98.00

104.45

104.40

5 35.70 M Dia 104.35

104.25

104.20

104.00

103.95

FSL 103.95

        

Outlet to Bottom 98.20

FSL 103.80

        

Outlet to Bottom 98.15

FSL 103.70

Launder FSL 103.40

Bottom 102.80

FSL 103.35

Bottom 102.75

FSL 103.30

Bottom 102.55

FSL 103.20

Bottom 102.45

103.00

102.40

102.10

102.40

101.70

700 mm thick 101.00

500 mm thick 100.30

99.80

0.50 x 0.50 M 99.20

1.00 x 0.60 M 101.10

100.80

100.35

8 100.50

Hydraulic Levels for 20 MLD capacity WTP for JMC

Structure Details

G.L.

Aerator. Top

Aerator. FSL of peripheral channel1

7

Flash Mixer

2.15 M x 2.15 M x 5.75 M

LD + 0.30 M FB

FSL near Inlet Chamber

FSL U/S of Parshall Flume

0.90 M wide x 0.80 M LD +

0.30 M FB and 10.00 M long6

0.90 M wide x 0.80 M LD +

0.30 M FB and 3.00 M long

3Inlet Chamber. FSL

5.50 M Dia with 0.6M x

(0.4+ 0.3) M. peripheral

channel

FSL Near aerator

FSL near Flash Mixer

Inlet Channel to filters,

Pre settling Tank. FSL

FSL Near Inlet Chamber

Bottom

2.25 M Dia x 6.50 M. LD +

0.30 M FB

Up to Junction Point

0.75 x (0.45 + 0.30 FB) MFilter water channel, Bottom

Distribution trough Main channel, Bottom

-          Top of sand bed

9

Clarifloculator

2 Nos --11.65 M Flocculator

Dia. X 29.50 M Clarifier Dia

Settled water channel,

12

Filter house,

Bottom of Gravel/ Underdrains

-          Bottom of manifold conduit

Clear water sump FSL

9

Filter water chamber, FSL

Filter water channel, FSL

111.20 M wide x 0.75 M LD +

0.30 M FB

-          Top of gravel bed

3 Nos. -- 0.40 x 0.30 MDistribution trough Side channel, Bottom

Distribution trough Main channel, Top1.00 x 0.70 M

12 beds each bed of size 5.8

x 4.40 M -          FSL of filter

Distribution Troughs Side channel, Top

Raw Water Channel From Aerator to Inlet

Chamber

Raw Water Channel From Pre sedimentation

tank to Flash Mixer

FSL near P S Tank

FSL D/S of Parshall Flume

2

Raw Water Channel From Inlet Chamber to

Pre sedimentation tank

From Junction Point to Inlet Channel

0.75 M wide x 0.60 M LD +

0.30 M FB

1.20 M wide x 0.75 M LD +

0.30 M FB

0.90 M wide x 0.80 M LD +

0.30 M FB and 3.00 M long

FSL near P S Tank

4

Distribution Chamber

2.15 M x 2.15 M x 5.65 M

LD + 0.30 M FB8

10