Tunnel Optimization for salakhu khola

7/26/2019 Tunnel Optimization for salakhu khola

1/17

Qd(m3/s) 2.38

D(m) 0.1

A(m2) 0.01

P(m) 0.36R(m) 0.03

V(m/s) 266.72

C 53592284.65

Capacity !ss("#) 723403253.55

$!%t& Days D'si% *!#(m/s) +%',y(-&)

ais&a" 31 0.7918131022 17837462900.41

'st&a 32 0.6944875547 12423578791.98

As&ad& 31 0.7031773358 12492795328.56

&,a#a% 32 0.9047802555 27471518123.51

&ad,a 31 1.7824481387 203477193788.02As&! 30 2.381 469356437246.20

-a,ti" 30 2.381 469356437246.20

$a%si, 29 2.381 453711222671.32

P!s& 30 2.381 469356437246.20

$a& 29 2.381 453711222671.32

a*% 30 1.495685365 116344357318.55

C&ait,a 30 0.9951539781 34268527440.14

't 'as!% +%',y !ss 1666126646096.18

D,y 'as!% +%',y !ss 1073680544676.20

!ta* +%',y !ss 2739807190772.38

!ta* +%',y !ss C!st (Rs) 17016324476541.8

+%',y !st C!st at ta,ti% (Rs) 2429931135250.17

+%',y !st C!st at ta,ti% ($i**i!% Rs) 2429931.14

+ci'%cy 0.85

't ta' 0.1

D,y ta' 0.05

D'si% *!# 2.381

10 D/ R'*'as 0.2

CR 0.143

D Inside Area Perimeter R

0.1 0.0 0.4 0.0


2/17

0.2 0.0 0.7 0.1

0.3 0.1 1.1 0.1

0.4 0.1 1.4 0.1

0.5 0.2 1.8 0.1

0.6 0.3 2.1 0.2

0.7 0.4 2.5 0.2

0.8 0.6 2.9 0.20.9 0.7 3.2 0.2

1 0.9 3.6 0.3

1.1 1.1 3.9 0.3

1.2 1.3 4.3 0.3

1.3 1.5 4.6 0.3

1.4 1.7 5.0 0.4

1.5 2.0 5.4 0.4

1.6 2.3 5.7 0.4

1.7 2.6 6.1 0.4

D Total Annual Cost Energy Lost Cost Total

0.1 1.15 2429931.14 2429932.29

0.2 1.8 60194.02 60195.82

0.3 2.5 6924.68 6927.18

0.4 3.25 1493 1496.25

0.5 4.05 454.16 458.21

0.6 4.9 171.75 176.65

0.7 5.8 75.48 81.28

0.8 6.74 37.03 43.77

0.9 7.74 19.76 27.5

1 8.78 11.26 20.04

1.1 9.88 6.78 16.66

1.2 11.02 4.26 15.28

1.3 12.21 2.78 14.99

1.4 13.45 1.87 15.32

1.5 14.74 1.3 16.04

1.6 16.07 0.92 16.99

1.7 17.46 0.66 18.12


3/17

2.38 2.38 2.38 2.38

0.2 0.3 0.4 0.5

0.04 0.08 0.14 0.22

0.71 1.07 1.43 1.790.05 0.08 0.10 0.13

66.68 29.64 16.67 10.67

1329257.02 152916.93 32969.75 10029.11

17942673.21 2064114.41 445034.66 135375.61

+%',y(-&) +%',y(-&) +%',y(-&) +%',y(-&)

441867904.79 50832219.87 10959712.14 3333847.61

307755691.57 35404030.96 7633307.95 2321984.84

309470316.92 35601280.43 7675836.04 2334921.51

680521788.46 78286820.11 16879078.17 5134466.47

5040517353.48 579858105.96 125020664.83 38030181.7811626852242.56 1337546138.01 288382460.64 87723396.90

11626852242.56 1337546138.01 288382460.64 87723396.90

11239290501.14 1292961266.74 278769711.95 84799283.67

11626852242.56 1337546138.01 288382460.64 87723396.90

11239290501.14 1292961266.74 278769711.95 84799283.67

2882071160.53 331551745.03 71484418.63 21744928.64

848896645.49 97656563.11 21055303.56 6404837.34

41273128041.49 4748036000.08 1023703232.36 311401479.68

26597110549.73 3059715712.88 659691894.78 200672446.54

67870238591.22 7807751712.96 1683395127.14 512073926.23

421526743216.873 48492184788.5662 10455187431.4874 3180375653.43797

60194018931.3695 6924683987.80725 1493000765.2164 454157643.310942

60194.02 6924.68 1493 454.16

Total Area Excavation Cost Bolt&Shortcrete RCC

0.13 0.84 2.03 3.50


4/17

0.20 1.65 4.07 4.67

0.30 2.79 6.10 5.83

0.41 4.28 8.13 7.00

0.54 6.11 10.17 8.17

0.69 8.29 12.20 9.33

0.86 10.80 14.23 10.50

1.04 13.66 16.26 11.661.25 16.86 18.30 12.83

1.47 20.40 20.33 14.00

1.70 24.29 22.36 15.16

1.96 28.51 24.40 16.33

2.23 33.08 26.43 17.50

2.53 37.99 28.46 18.66

2.83 43.25 30.50 19.83

3.16 48.84 32.53 21.00

3.51 54.78 34.56 22.16


5/17

2.38 2.38 2.38 2.38 2.38

0.6 0.7 0.8 0.9 1

0.32 0.44 0.57 0.72 0.89

2.14 2.50 2.86 3.21 3.570.15 0.18 0.20 0.23 0.25

7.41 5.44 4.17 3.29 2.67

3792.82 1666.91 817.75 436.32 248.75

51196.52 22500.43 11038.26 5889.62 3357.74

+%',y(-&) +%',y(-&) +%',y(-&) +%',y(-&) +%',y(-&)

1260798.74 554110.30 271835.29 145041.53 82689.89

878131.19 385931.17 189330.02 101019.69 57592.52

883023.59 388081.34 190384.85 101582.51 57913.39

1941759.07 853386.56 418654.16 223378.80 127350.90

14382302.62 6320899.39 3100905.23 1654531.50 943267.9833175346.04 14580281.76 7152790.96 3816471.99 2175815.82

33175346.04 14580281.76 7152790.96 3816471.99 2175815.82

32069501.17 14094272.37 6914364.59 3689256.26 2103288.63

33175346.04 14580281.76 7152790.96 3816471.99 2175815.82

32069501.17 14094272.37 6914364.59 3689256.26 2103288.63

8223524.83 3614169.06 1773038.15 946029.38 539342.54

2422189.55 1064531.66 522237.67 278647.24 158860.09

117766208.46 51757244.66 25391056.06 13547754.29 7723734.94

75890561.58 33353254.85 16362431.37 8730404.88 4977307.07

193656770.04 85110499.51 41753487.43 22278159.17 12701042.02

1202758517.9001 528602115.11 259321492.61 138364621.57 78883307.155

171753916.356134 75484382.037 37031109.145 19758467.96 11264536.262

171.75 75.48 37.03 19.76 11.26

%:',t RCC C25 0.1 m

':'**i% PCC C20 0.15 m

50mm p*ai% &!tc,'t' 0.1 m

5!mm ;


6/17

2.23 12.61 1.8

2.79 17.51 2.5

3.34 22.76 3.25

3.90 28.35 4.05

4.46 34.28 4.9

5.02 40.55 5.8

5.57 47.16 6.746.13 54.12 7.74

6.69 61.42 8.78

7.25 69.06 9.88

7.80 77.04 11.02

8.36 85.37 12.21

8.92 94.04 13.45

9.48 103.05 14.74

10.03 112.40 16.07

10.59 122.09 17.46


7/17

2.38 2.38 2.38 2.38 2.38

1.1 1.2 1.3 1.4 1.5

1.08 1.29 1.51 1.75 2.01

3.93 4.28 4.64 5.00 5.360.28 0.30 0.33 0.35 0.38

2.20 1.85 1.58 1.36 1.19

149.63 94.07 61.39 41.34 28.62

2019.70 1269.83 828.61 558.08 386.27

+%',y(-&) +%',y(-&) +%',y(-&) +%',y(-&) +%',y(-&)

49738.36 31271.77 20405.84 13743.68 9512.60

34642.17 21780.41 14212.43 9572.31 6625.41

34835.17 21901.76 14291.61 9625.64 6662.32

76602.16 48161.72 31427.09 21166.67 14650.37

567380.11 356726.29 232775.47 156778.16 108512.981308763.40 822852.80 536938.14 361636.79 250304.55

1308763.40 822852.80 536938.14 361636.79 250304.55

1265137.96 795424.37 519040.20 349582.23 241961.07

1308763.40 822852.80 536938.14 361636.79 250304.55

1265137.96 795424.37 519040.20 349582.23 241961.07

324417.06 203969.25 133096.55 89642.75 62045.64

95555.09 60077.91 39202.78 26403.73 18275.17

4645862.74 2920971.92 1906028.91 1283742.26 888533.86

2993873.51 1882324.33 1228277.67 827265.50 572586.43

7639736.25 4803296.26 3134306.58 2111007.76 1461120.29

47448678.622 29832189.634 19466471.174 13110993.025 9074688.5431

6775671.3072 4260036.6797 2779812.0836 1872249.8039 1295865.524

6.78 4.26 2.78 1.87 1.3

t'ms Rat' =%it

%%'* +>ca:ati!% C!st 4607 Rs/m3

R!c" !*t?&!tc,'t' 4562 Rs/m2

%:',t RCC 2804 Rs/m2

':'**i% PCC 1340 Rs/m2


8/17


9/17

2.38 2.38

1.6 1.7 d! 2.381 m3/s

2.29 2.58 E"ciency! 0.85

5.71 6.07 L! 4160 m0.40 0.43 #! 33.333

1.04 0.92 CR$! 0.1428

20.28 14.68

273.78 198.15

+%',y(-&) +%',y(-&)

6742.37 4879.68

4695.98 3398.64

4722.14 3417.58

10383.94 7515.21

76912.19 55663.97177411.69 128398.87

177411.69 128398.87

171497.96 124118.91

177411.69 128398.87

171497.96 124118.91

43976.92 31827.59

12953.13 9374.62

629777.95 455791.74

405839.70 293720.00

1035617.65 749511.74

6431987.6589 4655048.34752662

918487.8377 664740.904026802

0.92 0.66


10/17


11/17

Dia a%%a* c!st +%',y c!st !ta*

0.7 5.8 75.48 81.28

0.8 6.74 37.03 43.77

0.9 7.74 19.76 27.5

1 8.78 11.26 20.04

1.1 9.88 6.78 16.66

1.2 11.02 4.26 15.28

1.3 12.21 2.78 14.991.4 13.45 1.87 15.32

1.5 14.74 1.3 16.04

1.6 16.07 0.92 16.99

1.7 17.46 0.66 18.12


12/17

C&a,t it*'


13/17

t!ta* a%%a* c!st

+%',y !st

t!ta*


14/17

2.1 1.9

3.01 2.81

9.19 8.99

30.31 30.11

34.23 34.03

26.1 25.9

11.95 11.755.67 5.47

3.5 3.3

2.66 2.46

2.2 2

2 1.8

1.9


15/17

2429931 60194.02 6924.68 1493 454.16


16/17

171.75 75.48 37.03 19.76 11.26 6.78 4.26 2.78

2429931

60194.02

6924.681493

454.16

171.75

75.48

37.03

19.76

11.26

6.78

4.26

2.78

1.87

1.3

0.92

0.66


17/17

1.87 1.3 0.92 0.66

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Tunnel Optimization for salakhu khola