kanalizasyon kot Çalışması.xlsx

eğim (%) r = D/2

0.3330 1/ 3 0.600 0.300 0.2828 1.885 0.1500 0.387 52.5

0.2500 1/ 4 0.600 0.300 0.2828 1.885 0.1500 0.387 52.5

0.2000 1/ 5 0.600 0.300 0.2828 1.885 0.1500 0.387 52.5

0.1667 1/ 6 0.600 0.300 0.2828 1.885 0.1500 0.387 52.5

0.1000 1/ 10 0.600 0.300 0.2828 1.885 0.1500 0.387 52.5

0.0909 1/ 11 0.600 0.300 0.2828 1.885 0.1500 0.387 52.5

0.0833 1/ 12 0.600 0.300 0.2828 1.885 0.1500 0.387 52.5

0.0714 1/ 14 0.600 0.300 0.2828 1.885 0.1500 0.387 52.5

0.0625 1/ 16 0.600 0.300 0.2828 1.885 0.1500 0.387 52.5

0.0500 1/ 20 0.600 0.300 0.2828 1.885 0.1500 0.387 52.5

0.0476 1/ 21 0.600 0.300 0.2828 1.885 0.1500 0.387 52.5

0.0455 1/ 22 0.600 0.300 0.2828 1.885 0.1500 0.387 52.5

0.0435 1/ 23 0.600 0.300 0.2828 1.885 0.1500 0.387 52.5

0.0417 1/ 24 0.600 0.300 0.2828 1.885 0.1500 0.387 52.5

0.0400 1/ 25 0.600 0.300 0.2828 1.885 0.1500 0.387 52.5

0.0385 1/ 26 0.600 0.300 0.2828 1.885 0.1500 0.387 52.5

0.0370 1/ 27 0.600 0.300 0.2828 1.885 0.1500 0.387 52.5

0.0357 1/ 28 0.600 0.300 0.2828 1.885 0.1500 0.387 52.5

0.0345 1/ 29 0.600 0.300 0.2828 1.885 0.1500 0.387 52.5

0.0333 1/ 30 0.600 0.300 0.2828 1.885 0.1500 0.387 52.5

0.0323 1/ 31 0.600 0.300 0.2828 1.885 0.1500 0.387 52.5

0.0313 1/ 32 0.600 0.300 0.2828 1.885 0.1500 0.387 52.5

0.0303 1/ 33 0.600 0.300 0.2828 1.885 0.1500 0.387 52.5

0.0294 1/ 34 0.600 0.300 0.2828 1.885 0.1500 0.387 52.5

0.0286 1/ 35 0.600 0.300 0.2828 1.885 0.1500 0.387 52.5

0.0278 1/ 36 0.600 0.300 0.2828 1.885 0.1500 0.387 52.5

0.0270 1/ 37 0.600 0.300 0.2828 1.885 0.1500 0.387 52.5

0.0263 1/ 38 0.600 0.300 0.2828 1.885 0.1500 0.387 52.5

0.0256 1/ 39 0.600 0.300 0.2828 1.885 0.1500 0.387 52.5

0.0250 1/ 40 0.600 0.300 0.2828 1.885 0.1500 0.387 52.5

0.0244 1/ 41 0.600 0.300 0.2828 1.885 0.1500 0.387 52.5

Eğim Kesir

Profil D (m)

F= 3.142*r2

p = 6.283*r

R= F/p = 0.500*r R1/2

c= 100*R1/2/ (0.35+R1/2)

0.0233 1/ 43 0.600 0.300 0.2828 1.885 0.1500 0.387 52.5

0.0222 1/ 45 0.600 0.300 0.2828 1.885 0.1500 0.387 52.5

0.0213 1/ 47 0.600 0.300 0.2828 1.885 0.1500 0.387 52.5

0.0200 1/ 50 0.600 0.300 0.2828 1.885 0.1500 0.387 52.5

0.0192 1/ 52 0.600 0.300 0.2828 1.885 0.1500 0.387 52.5

0.0182 1/ 55 0.600 0.300 0.2828 1.885 0.1500 0.387 52.5

0.0172 1/ 58 0.600 0.300 0.2828 1.885 0.1500 0.387 52.5

0.0161 1/ 62 0.600 0.300 0.2828 1.885 0.1500 0.387 52.5

0.0152 1/ 66 0.600 0.300 0.2828 1.885 0.1500 0.387 52.5

0.0141 1/ 71 0.600 0.300 0.2828 1.885 0.1500 0.387 52.5

0.0132 1/ 76 0.600 0.300 0.2828 1.885 0.1500 0.387 52.5

0.0120 1/ 83 0.600 0.300 0.2828 1.885 0.1500 0.387 52.5

0.0111 1/ 90 0.600 0.300 0.2828 1.885 0.1500 0.387 52.5

0.0100 1/ 100 0.600 0.300 0.2828 1.885 0.1500 0.387 52.5

0.0090 1/ 111 0.600 0.300 0.2828 1.885 0.1500 0.387 52.5

0.0080 1/ 125 0.600 0.300 0.2828 1.885 0.1500 0.387 52.5

0.0070 1/ 142 0.600 0.300 0.2828 1.885 0.1500 0.387 52.5

0.0060 1/ 166 0.600 0.300 0.2828 1.885 0.1500 0.387 52.5

0.0050 1/ 200 0.600 0.300 0.2828 1.885 0.1500 0.387 52.5

0.0040 1/ 250 0.600 0.300 0.2828 1.885 0.1500 0.387 52.5

0.0030 1/ 333 0.600 0.300 0.2828 1.885 0.1500 0.387 52.5

0.0025 1/ 400 0.600 0.300 0.2828 1.885 0.1500 0.387 52.5

0.0020 1/ 500 0.600 0.300 0.2828 1.885 0.1500 0.387 52.5

0.0015 1/ 666 0.600 0.300 0.2828 1.885 0.1500 0.387 52.5

0.0013 1/ 800 0.600 0.300 0.2828 1.885 0.1500 0.387 52.5

0.0010 1/ 1000 0.600 0.300 0.2828 1.885 0.1500 0.387 52.5

0.0008 1/ 1250 0.600 0.300 0.2828 1.885 0.1500 0.387 52.5

0.0006 1/ 1666 0.600 0.300 0.2828 1.885 0.1500 0.387 52.5

0.0005 1/ 2000 0.600 0.300 0.2828 1.885 0.1500 0.387 52.5

0.0004 1/ 2500 0.600 0.300 0.2828 1.885 0.1500 0.387 52.5

0.0003 1/ 3333 0.600 0.300 0.2828 1.885 0.1500 0.387 52.5

0.0003 1/ 4000 0.600 0.300 0.2828 1.885 0.1500 0.387 52.5

0.0002 1/ 5000 0.600 0.300 0.2828 1.885 0.1500 0.387 52.5

Q l/s (%60) 60%

11.73 3.317 3,317 1,990.20

10.17 2.876 2,876 1,725.60

9.09 2.571 2,571 1,542.60

8.30 2.347 2,347 1,408.20

6.43 1.818 1,818 1,090.80

6.13 1.734 1,734 1,040.40

5.87 1.660 1,660 996.00

5.43 1.536 1,536 921.60

5.08 1.437 1,437 862.20

4.55 1.287 1,287 772.20

4.44 1.256 1,256 753.60

4.34 1.227 1,227 736.20

4.24 1.199 1,199 719.40

4.15 1.174 1,174 704.40

4.07 1.151 1,151 690.60

3.99 1.128 1,128 676.80

3.91 1.106 1,106 663.60

3.84 1.086 1,086 651.60

3.78 1.069 1,069 641.40

3.71 1.049 1,049 629.40

3.65 1.032 1,032 619.20

3.59 1.015 1,015 609.00

3.54 1.001 1,001 600.60

3.49 0.987 987 592.20

3.44 0.973 973 583.80

3.39 0.959 959 575.40

3.34 0.945 945 567.00

3.30 0.933 933 559.80

3.26 0.922 922 553.20

3.21 0.908 908 544.80

3.18 0.899 899 539.40

v= c*R1/2*i1/2

m/sQ = F.v

m3/sQ l/s

(%100)

3.10 0.877 877 526.20

3.03 0.857 857 514.20

2.97 0.840 840 504.00

2.88 0.814 814 488.40

2.82 0.797 797 478.20

2.74 0.775 775 465.00

2.67 0.755 755 453.00

2.58 0.730 730 438.00

2.50 0.707 707 424.20

2.41 0.682 682 409.20

2.33 0.659 659 395.40

2.23 0.631 631 378.60

2.14 0.605 605 363.00

2.03 0.574 574 344.40

1.93 0.546 546 327.60

1.82 0.515 515 309.00

1.71 0.484 484 290.40

1.58 0.447 447 268.20

1.44 0.407 407 244.20

1.29 0.365 365 219.00

1.11 0.314 314 188.40

1.02 0.288 288 172.80

0.91 0.257 257 154.20

0.79 0.223 223 133.80

0.72 0.204 204 122.40

0.64 0.181 181 108.60

0.58 0.164 164 98.40

0.50 0.141 141 84.60

0.45 0.127 127 76.20

0.41 0.116 116 69.60

0.35 0.099 99 59.40

0.32 0.090 90 54.00

0.29 0.082 82 49.20

İLÇE YENİŞEHİRMAHALLE ÇİFTLİKKÖYSOKAK 3216

Z H LEĞİM

HCADDE KANAL

1 46.45 44.60 1.85 54.60 0.0218 0.020 1/ 50 43.51 1.75 400

2 45.26 43.51 1.75 31.80 0.0217 0.020 1/ 50 42.87 1.70 400

3 44.57 42.87 1.70 32.70 0.0144 0.020 1/ 50 42.22 1.88 400

4 44.10 42.22 1.88 40.90 0.0112 0.010 1/ 100 41.81 1.83 400

5 43.64 41.81 1.83 45.80 0.0017 0.004 1/ 250 41.63 1.93 400

6 43.56 41.63 1.93 40.60 0.0032 0.004 1/ 250 41.47 1.96 400

7 43.43 41.47 1.96 50.00 0.0082 0.004 1/ 250 41.27 1.75 400

8 43.02 41.27 1.75 12.00 - 0.0183 0.004 1/ 250 41.22 2.02 400

9 43.24 41.22 2.02 39.28

TOPLAM 308.40

BACA NO

AKIŞ (Baş)

KANAL EĞİM

AKIŞ (Son)

Boru Çap Ø (mm)

İLÇE YENİŞEHİRMAHALLE ÇİFTLİKKÖYSOKAK 3215

Z H LEĞİM

HCADDE KANAL

1 48.22 46.35 1.87 49.20 0.0126 0.010 1/ 100 45.86 1.74 300

2 47.60 45.86 1.74 33.90 0.0206 0.020 1/ 50 45.18 1.72 300

3 46.90 45.18 1.72 50.20 0.0020 0.005 1/ 200 44.93 1.87 300

4 46.80 44.43 2.37 35.50 0.0192 0.020 1/ 50 43.72 2.40 300

5 46.12 43.72 2.40

TOPLAM 133.30

BACA NO

AKIŞ (Baş)

KANAL EĞİM

AKIŞ (Son)

Boru Çap Ø (mm)

I10

Hp Pavilion: mevcut baca akış kotu ve cadde eğiminbe göre 4 nolu bacanın çıkş kotu bulundu

İLÇE YENİŞEHİR

MAHALLE DENİZ

SOKAK 3021 (Morev mevkii)

BACA NO Z

L

EĞİM AKIŞ H

YOL r = D/2BAŞ SON BAŞ SON CADDE KANAL BAŞ SON BAŞ SON

1 2 129.90 128.75 30.90 0.0370 1/ 27.03 0.03700 1/ 27 128.20 127.06 1.70 1.69 0.200 Toprak 60% 0.1000 0.0314 0.628 0.0500 0.224 39.0 1.68 0.053 53.00 31.80

2 3 128.75 128.30 15.40 0.0290 1/ 34.48 0.02900 1/ 34 127.06 126.61 1.69 1.69 0.200 Toprak 60% 0.1000 0.0314 0.628 0.0500 0.224 39.0 1.49 0.047 47.00 28.20

3 4 128.30 125.90 57.10 0.0420 1/ 23.81 0.02000 1/ 50 125.31 124.17 2.99 1.73 0.200 Toprak 60% 0.1000 0.0314 0.628 0.0500 0.224 39.0 1.24 0.039 39.00 23.40

4 5 125.90 126.70 43.60 - 0.0180 1/ -55.56 0.00333 1/ 300 124.17 124.02 1.73 2.68 0.300 Toprak 60% 0.1500 0.0707 0.942 0.0751 0.274 43.9 0.69 0.049 49.00 29.40

5 6 126.70 127.70 34.20 - 0.0290 1/ -34.48 0.00333 1/ 300 124.02 123.91 2.68 3.79 0.300 Asfalt 60% 0.1500 0.0707 0.942 0.0751 0.274 43.9 0.69 0.049 49.00 29.40

6 7 127.70 127.80 58.20 - 0.0020 1/ -500 0.00333 1/ 300 123.91 123.72 3.79 4.08 0.300 Asfalt 60% 0.1500 0.0707 0.942 0.0751 0.274 43.9 0.69 0.049 49.00 29.40

7 8 127.80 126.72 40.00 0.0270 1/ 37.04 0.00333 1/ 300 123.72 123.59 4.08 3.13 0.300 Asfalt 60% 0.1500 0.0707 0.942 0.0751 0.274 43.9 0.69 0.049 49.00 29.40

8 9 (M.B) 127.80 125.00 42.20 0.0660 1/ 15.15 0.00450 1/ 222 123.59 123.40 4.21 1.60 0.300 Asfalt 60% 0.1500 0.0707 0.942 0.0751 0.274 43.9 0.81 0.057 57.00 34.20

TOPLAM 239.40

BACA NO Z

L

EĞİM AKIŞ H

YOL r = D/2 Q l/sBAŞ SON BAŞ SON CADDE KANAL BAŞ SON BAŞ SON

1 2 129.90 128.75 30.90 0.0370 1/ 27.03 0.03700 1/ 27 128.20 127.06 1.70 1.69 0.200 Toprak 0.60 0.1000 0.0314 0.628 0.0500 0.224 39.0 1.68 0.053 53 31.80

9 3 127.07 128.30 17.40 - 0.0710 1/ -14.08 0.00333 1/ 300 125.37 125.31 1.70 2.99 0.200 Toprak 0.60 0.1000 0.0314 0.628 0.0500 0.224 39.0 0.50 0.016 16 9.60

Boru Çap Ø (m)

Dolukuk Oranı

F= 3.142*r2

p = 6.283*r

R= F/p = 0.500*r R1/2

c= 100*R1/2/

(0.35+R1/2)v= c*R1/2*i1/2

m/sQ = F.v

m3/sQ l/s

(%100)Q l/s (%60)

Boru Çap Ø (m)

Dolukuk Oranı F= 3.14*r2

p = 6.283*r

R= F/p = 0.500*r R1/2

c= 100*R1/2/

(0.35+R1/2)v= c*R1/2*i1/2

m/sQ = F.v

m3/sQ l/s

(%60)

H9

Hp Pavilion: eğimi düşürdük

J9

Hp Pavilion: şut yapıldı

İLÇE YENİŞEHİR

MAHALLE DENİZ

SOKAK 3021 MOREV

BACA NO Z

L

EĞİM AKIŞ

BAŞ SON BAŞ SON CADDE KANAL BAŞ

1 2 130.00 128.68 42.00 0.0310 1/ 32.26 0.03100 1/ 32 128.30

2 3 128.68 128.50 15.35 0.0120 1/ 83.33 0.01200 1/ 83 126.98

3 4 128.50 125.90 57.10 0.0460 1/ 21.74 0.01923 1/ 52 125.29

4 5 125.90 126.78 47.00 - 0.0190 1/ -52.63 0.00362 1/ 276 124.20

5 6 126.78 127.70 30.00 - 0.0310 1/ -32.26 0.00366 1/ 273 124.03

6 7 127.70 127.80 58.20 - 0.0020 1/ -500 0.00361 1/ 277 123.92

7 8 127.80 126.72 40.00 0.0270 1/ 37.04 0.00375 1/ 267 123.71

8 9 (MB) 126.72 127.07 42.15 - 0.0080 1/ -125 0.00333 1/ 300 123.56

1.51

10 3 127.07 128.50 12.00 - 0.1190 1/ -8.4 0.00667 1/ 150 125.37

Ø200 126.45 Ø300 217.35 TOPLAM 343.80

J9

Hp Pavilion: SUT:1.51

AKIŞ

EĞİM SON

H

YOL r = D/2SON BAŞ SON

126.98 0.03143 1/ 32 1.70 1.70 0.200 Toprak 60% 0.1000 0.0314

126.80 0.01173 1/ 85 1.70 1.70 0.200 Toprak 60% 0.1000 0.0314

124.20 0.01909 1/ 52 3.21 1.70 0.200 Toprak 60% 0.1000 0.0314

124.03 0.00362 1/ 276 1.70 2.75 0.300 Toprak 60% 0.1500 0.0707

123.92 0.00367 1/ 273 2.75 3.78 0.300 Toprak 60% 0.1500 0.0707

123.71 0.00361 1/ 277 3.78 4.09 0.300 ASFALT 60% 0.1500 0.0707

123.56 0.00375 1/ 267 4.09 3.16 0.300 ASFALT 60% 0.1500 0.0707

123.40 0.00380 1/ 263 3.16 3.67 0.300 ASFALT 60% 0.1500 0.0707

125.29 0.00667 1/ 150 1.70 3.21 0.200 Toprak 60% 0.1000 0.0314

Boru Çap Ø (m)

Dolukuk Oranı

F= 3.142*r2

L5

Hp Pavilion: AKIŞ KOTLARINA MUDAHELE EDİLDİĞİNDE EĞİMLERİ TEKRAR GÖRMEK İÇİN

0.628 0.0500 0.224 39.0 1.54 0.048 48.00 28.80

0.628 0.0500 0.224 39.0 0.96 0.030 30.00 18.00

0.628 0.0500 0.224 39.0 1.21 0.038 38.00 22.80

0.942 0.0751 0.274 43.9 0.72 0.051 51.00 30.60

0.942 0.0751 0.274 43.9 0.73 0.052 52.00 31.20

0.942 0.0751 0.274 43.9 0.72 0.051 51.00 30.60

0.942 0.0751 0.274 43.9 0.74 0.052 52.00 31.20

0.942 0.0751 0.274 43.9 0.69 0.049 49.00 29.40

0.628 0.0500 0.224 39.0 0.71 0.022 22.00 13.20

p = 6.283*r

R= F/p = 0.500*r R1/2

c= 100*R1/2/

(0.35+R1/2)v= c*R1/2*i1/2

m/sQ = F.v

m3/sQ l/s

(%100)Q l/s (%60)

İLÇE YENİŞEHİR

MAHALLE BATIKENT

SOKAK 2698

BACA NO Z

L

EĞİM AKIŞ

EĞİM SON

H


5 4 71.80 69.10 55.00 0.0490 1/ 20.41 0.04900 1/ 20 70.10 67.41 0.0489 1/ 20 1.70 1.69 0.200 Toprak 60% 0.1000 0.0314 0.628 0.0500 0.224 39.0 1.93 0.061 61.00 36.60

4 3 69.10 67.52 55.00 0.0290 1/ 34.48 0.02900 1/ 34 67.41 65.82 0.0289 1/ 35 1.69 1.70 0.200 Toprak 60% 0.1000 0.0314 0.628 0.0500 0.224 39.0 1.49 0.047 47.00 28.20

3 2 67.52 66.63 45.00 0.0200 1/ 50 0.02000 1/ 50 65.82 64.92 0.0200 1/ 50 1.70 1.71 0.200 Toprak 60% 0.1000 0.0314 0.628 0.0500 0.224 39.0 1.24 0.039 39.00 23.40

2 1 66.63 65.92 45.00 0.0160 1/ 62.5 0.01600 1/ 63 64.92 64.20 0.0160 1/ 63 1.71 1.72 0.200 Toprak 60% 0.1000 0.0314 0.628 0.0500 0.224 39.0 1.11 0.035 35.00 21.00

1 M 65.92 64.28 57.00 0.0290 1/ 34.48 0.02900 1/ 34 64.20 62.68 0.0267 1/ 37 1.72 1.60 0.200 Toprak 60% 0.1000 0.0314 0.628 0.0500 0.224 39.0 1.49 0.047 47.00 28.20

TOPLAM 257.00

İLÇE YENİŞEHİR

MAHALLE BATIKENT

SOKAK 2696

BACA NO Z

L

EĞİM AKIŞ

EĞİM SON

H


6 7 66.58 65.96 45.00 0.0140 1/ 71.43 0.01400 1/ 71 64.88 64.25 0.0140 1/ 71 1.70 1.71 0.200 Toprak 60% 0.1000 0.0314 0.628 0.0500 0.224 39.0 1.03 0.032 32.00 19.20

7 8 65.96 65.08 45.00 0.0200 1/ 50 0.02000 1/ 50 64.25 63.38 0.0193 1/ 52 1.71 1.70 0.200 Toprak 60% 0.1000 0.0314 0.628 0.0500 0.224 39.0 1.24 0.039 39.00 23.40

8 9 65.08 63.82 45.00 0.0280 1/ 35.71 0.02800 1/ 36 63.38 62.12 0.0280 1/ 36 1.70 1.70 0.200 Toprak 60% 0.1000 0.0314 0.628 0.0500 0.224 39.0 1.46 0.046 46.00 27.60

9 10 63.82 62.58 45.00 0.0280 1/ 35.71 0.02800 1/ 36 62.12 60.86 0.0280 1/ 36 1.70 1.72 0.200 Toprak 60% 0.1000 0.0314 0.628 0.0500 0.224 39.0 1.46 0.046 46.00 27.60

10 11 62.58 61.47 44.00 0.0250 1/ 40 0.02500 1/ 40 60.86 59.76 0.0250 1/ 40 1.72 1.71 0.200 Toprak 60% 0.1000 0.0314 0.628 0.0500 0.224 39.0 1.38 0.043 43.00 25.80

11 12 61.47 60.62 44.00 0.0190 1/ 52.63 0.01900 1/ 53 59.76 58.92 0.0191 1/ 52 1.71 1.70 0.200 Toprak 60% 0.1000 0.0314 0.628 0.0500 0.224 39.0 1.20 0.038 38.00 22.80

12 13 60.62 58.66 44.00 0.0450 1/ 22.22 0.04500 1/ 22 58.92 56.11 0.0639 1/ 16 1.70 2.55 0.200 Toprak 60% 0.1000 0.0314 0.628 0.0500 0.224 39.0 1.85 0.058 58.00 34.80

TOPLAM 312.00 56.94 1.72

Boru Çap Ø (m)

Dolukuk Oranı

F= 3.142*r2

p = 6.283*r

R= F/p = 0.500*r R1/2

c= 100*R1/2/

(0.35+R1/2)v= c*R1/2*i1/2

m/sQ = F.v

m3/sQ l/s

(%100)Q l/s (%60)

Boru Çap Ø (m)

Dolukuk Oranı

F= 3.142*r2

p = 6.283*r

R= F/p = 0.500*r R1/2

c= 100*R1/2/

(0.35+R1/2)v= c*R1/2*i1/2

m/sQ = F.v

m3/sQ l/s

(%100)Q l/s (%60)

L5


H9


J9


H11

Hp Pavilion: MEVCUT BACANIN AKIŞ KOTUNA GÖRE FARKLILK GÖSTERDİ. DÜZELTMEK İÇİN MEVCUT BACA AKIŞ KOTU İLE ÖNCEKİ BACANIN AKIŞ KOTUNU ESAS ALAN EĞİM DEĞERİNİ YAZ

H22


J22


K26

Hp Pavilion: ALTTAN BAĞLANARAK RİSKE GİRİYORSUN VE KAZIYI ARTIRIYORSUN

İLÇE YENİŞEHİR

MAHALLE DENİZ

SOKAK 3051 (ADNAN ÖZÇELİK.A.L. YANI)

BACA NO Z

L

EĞİM AKIŞ


1 2 151.00 152.05 46.00 - 0.0230 1/ -43.48 0.00333 1/ 300 149.30

2 3 152.05 149.46 53.00 0.0490 1/ 20.41 0.02632 1/ 38 149.14

3 4 149.46 147.73 53.00 0.0330 1/ 30.3 0.03226 1/ 31 147.75

4 5 147.73 145.95 51.50 0.0350 1/ 28.57 0.03226 1/ 31 145.93

5 6 145.95 145.21 43.00 0.0170 1/ 58.82 0.01700 1/ 59 144.25

6 7 145.21 145.11 40.00 0.0020 1/ 500 0.00500 1/ 200 143.51

7 8 145.11 144.96 54.01 0.0030 0.00333 1/ 300 143.31

8 9 144.96 144.54 53.00 0.0080 1/ 125 0.00546 1/ 183 143.13

9 M 144.54 144.95 9.00 - 0.0460 1/ -21.74 0.00333 1/ 300 142.84

TOPLAM 402.51

10 9 146.30 144.54 50.00 0.0350 1/ 28.57 0.03571 1/ 28 144.60

12 11 148.62 147.36 43.00 0.0290 1/ 34.48 0.02900 1/ 34 146.92

11 7 147.36 145.11 54.84 0.0410 1/ 24.39 0.04100 1/ 24 145.66

1/ 333.33

H8

Hp Pavilion: 1/38 YAZINCA ÇIKAN DEĞER (EĞİM PRJ DE 1/38 ALINMIŞ) EĞİM DÜŞÜRÜLMÜŞ

H9


AKIŞ

EĞİM SON

H


149.14 0.00348 1/ 288 1.70 2.91 0.200 Toprak 60% 0.1000 0.0314

147.75 0.02623 1/ 38 2.91 1.71 0.200 Toprak 60% 0.1000 0.0314

146.03 0.03245 1/ 31 1.71 1.70 0.200 Toprak 60% 0.1000 0.0314

144.25 0.03262 1/ 31 1.80 1.70 0.300 Toprak 60% 0.1500 0.0707

143.51 0.01721 1/ 58 1.70 1.70 0.300 Toprak 60% 0.1500 0.0707

143.31 0.00500 1/ 200 1.70 1.80 0.300 Toprak 60% 0.1500 0.0707

143.13 0.00333 1/ 300 1.80 1.83 0.300 Toprak 60% 0.1500 0.0707

142.84 0.00547 1/ 183 1.83 1.70 0.300 Toprak 60% 0.1500 0.0707

142.81 0.00333 1/ 300 1.70 2.14 0.300 Toprak 60% 0.1500 0.0707

142.81 0.03580 1/ 28 1.70 1.73 0.300 Toprak 60% 0.1500 0.0707

145.66 0.02930 1/ 34 1.70 1.70 0.200 Toprak 0% 0.1000 0.0314

143.41 0.04103 1/ 24 1.70 1.70 0.200 Toprak 0% 0.1000 0.0314

Boru Çap Ø (m)

Dolukuk Oranı

F= 3.142*r2

L5


0.628 0.0500 0.224 39.0 0.50 0.016 16.00 9.60

0.628 0.0500 0.224 39.0 1.42 0.045 45.00 27.00

0.628 0.0500 0.224 39.0 1.57 0.049 49.00 29.40

0.942 0.0751 0.274 43.9 2.16 0.153 153.00 91.80

0.942 0.0751 0.274 43.9 1.57 0.111 111.00 66.60

0.942 0.0751 0.274 43.9 0.85 0.060 60.00 36.00

0.942 0.0751 0.274 43.9 0.69 0.049 49.00 29.40

0.942 0.0751 0.274 43.9 0.89 0.063 63.00 37.80

0.942 0.0751 0.274 43.9 0.69 0.049 49.00 29.40

0.942 0.0751 0.274 43.9 2.27 0.160 160.00 96.00

0.628 0.0500 0.224 39.0 1.49 0.047 47.00 -

0.628 0.0500 0.224 39.0 1.77 0.056 56.00 -

p = 6.283*r

R= F/p = 0.500*r R1/2

c= 100*R1/2/

(0.35+R1/2)v= c*R1/2*i1/2

m/sQ = F.v

m3/sQ l/s

(%100)Q l/s (%60)

İLÇE YENİŞEHİR

MAHALLE DENİZ

SOKAK 3012

BACA NO Z

L

EĞİM AKIŞ


5 4 127.05 124.84 55.00 0.0400 1/ 25 0.04000 1/ 25 125.35

4 3 124.84 122.10 60.00 0.0460 1/ 21.74 0.04600 1/ 22 123.14

3 2 122.10 119.78 50.00 0.0460 1/ 21.74 0.04600 1/ 22 120.38

2 M1 119.78 119.97 6.00 - 0.0320 1/ -31.25 0.00333 1/ 300 118.08

TOPLAM 171.00

7 6 125.48 124.74 52.00 0.0140 1/ 71.43 0.01400 1/ 71 123.78

6 M2 124.74 122.15 39.00 0.0660 1/ 15.15 0.06600 1/ 15 123.04

AKIŞ

EĞİM SON

H


123.14 0.04018 1/ 25 1.70 1.70 0.200 Toprak 60% 0.1000 0.0314

120.38 0.04600 1/ 22 1.70 1.72 0.200 Toprak 60% 0.1000 0.0314

118.08 0.04600 1/ 22 1.72 1.70 0.200 Toprak 60% 0.1000 0.0314

117.87 0.03500 1/ 29 1.70 2.10 0.200 Toprak 60% 0.1000 0.0314

123.04 0.01423 1/ 70 1.70 1.70 0.200 Toprak 60% 0.1000 0.0314

120.36 0.06872 1/ 15 1.70 1.79 0.200 Toprak 60% 0.1000 0.0314

Boru Çap Ø (m)

Dolukuk Oranı

F= 3.142*r2

L5


0.628 0.0500 0.224 39.0 1.75 0.055 55.00 33.00

0.628 0.0500 0.224 39.0 1.87 0.059 59.00 35.40

0.628 0.0500 0.224 39.0 1.87 0.059 59.00 35.40

0.628 0.0500 0.224 39.0 0.50 0.016 16.00 9.60

0.628 0.0500 0.224 39.0 1.03 0.032 32.00 19.20

0.628 0.0500 0.224 39.0 2.24 0.070 70.00 42.00

p = 6.283*r

R= F/p = 0.500*r R1/2

c= 100*R1/2/

(0.35+R1/2)v= c*R1/2*i1/2

m/sQ = F.v

m3/sQ l/s

(%100)Q l/s (%60)

İLÇE YENİŞEHİR

MAHALLE DENİZ

SOKAK 3080 KOCATEPE İLKOKULU-CAMİİ

BACA NO Z

L

EĞİM AKIŞ


7 6 122.93 120.98 40.00 0.0490 1/ 20.41 0.04167 1/ 24 120.93

6 5 120.98 119.23 40.00 0.0440 1/ 22.73 0.04400 1/ 23 119.28

5 4 119.23 117.05 49.00 0.0440 1/ 22.73 0.05000 1/ 20 117.53

4 3 117.05 114.17 30.00 0.0960 1/ 10.42 0.09600 1/ 10 115.05

3 2 114.17 111.66 28.00 0.0900 1/ 11.11 0.07692 1/ 13 112.17

2 1 111.66 112.10 27.00 - 0.0160 1/ -62.5 0.00333 1/ 300 109.96

1 M 112.10

AKIŞ

EĞİM SON

H


119.28 0.04125 1/ 24 2.00 1.70 0.200 Toprak 60% 0.1000 0.0314

117.53 0.04375 1/ 23 1.70 1.70 0.200 Toprak 60% 0.1000 0.0314

115.05 0.05061 1/ 20 1.70 2.00 0.200 Toprak 60% 0.1000 0.0314

112.17 0.09600 1/ 10 2.00 2.00 0.200 Toprak 60% 0.1000 0.0314

110.02 0.07679 1/ 13 2.00 1.64 0.200 Toprak 60% 0.1000 0.0314

109.89 0.00259 1/ 386 1.70 2.21 0.300 Toprak 60% 0.1500 0.0707

Boru Çap Ø (m)

Dolukuk Oranı

F= 3.142*r2

L5


0.628 0.0500 0.224 39.0 1.78 0.056 56.00 33.60

0.628 0.0500 0.224 39.0 1.83 0.057 57.00 34.20

0.628 0.0500 0.224 39.0 1.95 0.061 61.00 36.60

0.628 0.0500 0.224 39.0 2.71 0.085 85.00 51.00

0.628 0.0500 0.224 39.0 2.42 0.076 76.00 45.60

0.942 0.0751 0.274 43.9 0.69 0.049 49.00 29.40

p = 6.283*r

R= F/p = 0.500*r R1/2

c= 100*R1/2/

(0.35+R1/2)v= c*R1/2*i1/2

m/sQ = F.v

m3/sQ l/s

(%100)Q l/s (%60)

İLÇE TOROSLAR

MAHALLE Çukurova

SOKAK 85242-85221 sok (Havuz)

BACA NO Z

L

EĞİM AKIŞ

EĞİM SON

H

YOL r = D/2 Q l/s (%60)BAŞ SON BAŞ SON CADDE KANAL BAŞ SON BAŞ SON

7 6 163.89 160.09 50.00 0.0760 1/ 13.16 0.07600 1/ 13 162.19 158.39 0.07600 1/ 13 1.70 1.70 0.300 Toprak 60% 0.1500 0.0707 0.942 0.0751 0.274 43.9 3.32 0.235 235.00 141.00

6 5 160.09 159.45 50.00 0.0130 1/ 76.92 0.01300 1/ 77 158.39 157.74 0.01300 1/ 77 1.70 1.71 0.300 Toprak 60% 0.1500 0.0707 0.942 0.0751 0.274 43.9 1.37 0.097 97.00 58.20

5 4 159.45 158.95 32.00 0.0160 1/ 62.5 0.01600 1/ 63 157.74 157.27 0.01469 1/ 68 1.71 1.68 0.300 Toprak 60% 0.1500 0.0707 0.942 0.0751 0.274 43.9 1.52 0.107 107.00 64.20

4 3 158.95 158.12 32.00 0.0260 1/ 38.46 0.02600 1/ 38 157.27 156.42 0.02656 1/ 38 1.68 1.70 0.300 Toprak 60% 0.1500 0.0707 0.942 0.0751 0.274 43.9 1.94 0.137 137.00 82.20

3 2 158.12 157.38 41.00 0.0180 1/ 55.56 0.00250 1/ 400 155.16 155.06 0.00244 1/ 410 2.96 2.32 0.300 Toprak 60% 0.1500 0.0707 0.942 0.0751 0.274 43.9 0.60 0.042 42.00 25.20

2 1 157.38 158.01 41.00 - 0.0150 1/ -66.67 0.00250 1/ 400 155.06 154.96 0.00244 1/ 410 2.32 3.05 0.300 Toprak 60% 0.1500 0.0707 0.942 0.0751 0.274 43.9 0.60 0.042 42.00 25.20

1 M 158.01 158.13 12.00 - 0.0100 1/ -100 0.00250 1/ 400 154.96 154.93 0.00250 1/ 400 3.05 3.20 0.300 Toprak 60% 0.1500 0.0707 0.942 0.0751 0.274 43.9 0.60 0.042 42.00 25.20

1.26

Boru Çap Ø (m)

Dolukuk Oranı

F= 3.142*r2

p = 6.283*r

R= F/p = 0.500*r R1/2

c= 100*R1/2/

(0.35+R1/2)v= c*R1/2*i1/2

m/sQ = F.v

m3/sQ l/s

(%100)

L5


J11

Hp Pavilion: şut 1.26

İLÇE TOROSLAR

MAHALLE H.OKAN MERZECİ MAH.- AKBELEN BLV

SOKAK

BACA NO Z

L

EĞİM AKIŞ


10 9 176.20 176.56 31.00 - 0.0120 1/ -83.33 0.00420 1/ 238 174.20

9 8 176.56 174.58 54.00 0.0370 1/ 27.03 0.02222 1/ 45 174.07

8 7 174.58 173.05 39.00 0.0390 1/ 25.64 0.04000 1/ 25 172.88

7 6 173.05 171.27 39.00 0.0460 1/ 21.74 0.05882 1/ 17 171.35

6 5 171.27 171.23 35.00 0.0010 1/ 1000 0.00400 1/ 250 169.10

5 4 171.23 171.00 35.00 0.0070 0.00457 1/ 219 168.96

4 3 171.00 168.91 35.00 0.0600 1/ 16.67 0.04545 1/ 22 168.80

3 2 168.91 166.49 35.00 0.0690 1/ 14.49 0.06900 1/ 14 167.21

2 1 166.49 162.16 40.00 0.1080 1/ 9.26 0.02941 1/ 34 161.64

1 M 162.16 155.93 40.00 0.1560 1/ 6.41 0.14286 1/ 7 160.46

-

16 15 175.40 174.09 32.00 0.0410 1/ 24.39 0.04100 1/ 24 173.70

15 14 174.09 173.19 42.00 0.0210 1/ 47.62 0.02128 1/ 47 172.39

14 13 173.19 172.28 42.00 0.0220 1/ 45.45 0.02174 1/ 46 171.49

13 4 172.28 171.00 42.00 0.0300 1/ 33.33 0.04167 1/ 24 170.58

12 11 168.61 167.39 45.00 0.0270 1/ 37.04 0.02700 1/ 37 166.91

11 2 167.39 166.49 45.00 0.0200 1/ 50 0.02000 1/ 50 165.69

AKBELEN BLV

25 24 157.72 157.20 60.00 0.0090 0.00250 1/ 400 155.00

24 23 157.20 156.80 60.00 0.0070 0.00250 1/ 400 154.85

23 22 156.80 156.52 60.00 0.0050 1/ 200 0.00250 1/ 400 154.70

22 21 156.52 155.69 60.00 0.0140 1/ 71.43 0.00935 1/ 107 154.55

1/ 142.86

1/ 111.11

1/ 142.86

J11


J15

Hp Pavilion: şut

J21


21 20 155.69 154.06 60.00 0.0270 1/ 37.04 0.02700 1/ 37 153.99

20 19 154.06 151.81 60.00 0.0380 1/ 26.32 0.03704 1/ 27 152.36

19 18 151.81 149.73 55.00 0.0380 1/ 26.32 0.03800 1/ 26 150.11

18 17 149.73 150.47 19.00 - 0.0390 1/ -25.64 0.00263 1/ 380 148.03

17 M2 150.47 149.23 29.00 0.0430 1/ 23.26 0.04300 1/ 23 147.98

J34


J38

Hp Pavilion: mevcut baca akış derinliği

AKIŞ

EĞİM SON

H


174.07 0.00419 1/ 238 2.00 2.49 0.200 Toprak 60% 0.1000 0.0314

172.88 0.02204 1/ 45 2.49 1.70 0.200 Toprak 60% 0.1000 0.0314

171.35 0.03923 1/ 25 1.70 1.70 0.200 Toprak 60% 0.1000 0.0314

169.10 0.05769 1/ 17 1.70 2.17 0.200 Toprak 60% 0.1000 0.0314

168.96 0.00400 1/ 250 2.17 2.27 0.200 Toprak 60% 0.1000 0.0314

168.80 0.00457 1/ 219 2.27 2.20 0.200 Toprak 60% 0.1000 0.0314

167.21 0.04543 1/ 22 2.20 1.70 0.200 Toprak 60% 0.1000 0.0314

164.79 0.06914 1/ 14 1.70 1.70 0.200 Toprak 60% 0.1000 0.0314

160.46 0.02950 1/ 34 4.85 1.70 0.200 Toprak 60% 0.1000 0.0314

154.75 0.14275 1/ 7 1.70 1.18 0.200 Toprak 60% 0.1000 0.0314

172.39 0.04094 1/ 24 1.70 1.70 0.200 Toprak 60% 0.1000 0.0314

171.49 0.02143 1/ 47 1.70 1.70 0.200 Toprak 60% 0.1000 0.0314

170.58 0.02167 1/ 46 1.70 1.70 0.200 Toprak 60% 0.1000 0.0314

168.80 0.04238 1/ 24 1.70 2.20 0.200 Toprak 60% 0.1000 0.0314

165.69 0.02711 1/ 37 1.70 1.70 0.200 Toprak 60% 0.1000 0.0314

164.79 0.02000 1/ 50 1.70 1.70 0.200 Toprak 60% 0.1000 0.0314

154.85 0.00250 1/ 400 2.72 2.35 0.300 Toprak 60% 0.1500 0.0707

154.70 0.00250 1/ 400 2.35 2.10 0.300 Toprak 60% 0.1500 0.0707

154.55 0.00250 1/ 400 2.10 1.97 0.300 Toprak 60% 0.1500 0.0707

153.99 0.00933 1/ 107 1.97 1.70 0.300 Toprak 60% 0.1500 0.0707

Boru Çap Ø (m)

Dolukuk Oranı

F= 3.142*r2

L5


152.36 0.02717 1/ 37 1.70 1.70 0.300 Toprak 60% 0.1500 0.0707

150.11 0.03750 1/ 27 1.70 1.70 0.300 Toprak 60% 0.1500 0.0707

148.03 0.03782 1/ 26 1.70 1.70 0.300 Toprak 60% 0.1500 0.0707

147.98 0.00263 1/ 380 1.70 2.49 0.300 Toprak 60% 0.1500 0.0707

147.68 0.01034 1/ 97 2.49 1.55 0.300 Toprak 60% 0.1500 0.0707

K38


Q l/s (%60)

0.628 0.0500 0.224 39.0 0.57 0.018 18.00 10.80

0.628 0.0500 0.224 39.0 1.30 0.041 41.00 24.60

0.628 0.0500 0.224 39.0 1.75 0.055 55.00 33.00

0.628 0.0500 0.224 39.0 2.12 0.067 67.00 40.20

0.628 0.0500 0.224 39.0 0.55 0.017 17.00 10.20

0.628 0.0500 0.224 39.0 0.59 0.019 19.00 11.40

0.628 0.0500 0.224 39.0 1.86 0.058 58.00 34.80

0.628 0.0500 0.224 39.0 2.29 0.072 72.00 43.20

0.628 0.0500 0.224 39.0 1.50 0.047 47.00 28.20

0.628 0.0500 0.224 39.0 3.30 0.104 104.00 62.40

0.628 0.0500 0.224 39.0 1.77 0.056 56.00 33.60

0.628 0.0500 0.224 39.0 1.27 0.040 40.00 24.00

0.628 0.0500 0.224 39.0 1.29 0.041 41.00 24.60

0.628 0.0500 0.224 39.0 1.78 0.056 56.00 33.60

0.628 0.0500 0.224 39.0 1.44 0.045 45.00 27.00

0.628 0.0500 0.224 39.0 1.24 0.039 39.00 23.40

0.942 0.0751 0.274 43.9 0.60 0.042 42.00 25.20

0.942 0.0751 0.274 43.9 0.60 0.042 42.00 25.20

0.942 0.0751 0.274 43.9 0.60 0.042 42.00 25.20

0.942 0.0751 0.274 43.9 1.16 0.082 82.00 49.20

p = 6.283*r

R= F/p = 0.500*r R1/2

c= 100*R1/2/

(0.35+R1/2)v= c*R1/2*i1/2

m/sQ = F.v

m3/sQ l/s

(%100)

0.942 0.0751 0.274 43.9 1.98 0.140 140.00 84.00

0.942 0.0751 0.274 43.9 2.31 0.163 163.00 97.80

0.942 0.0751 0.274 43.9 2.34 0.165 165.00 99.00

0.942 0.0751 0.274 43.9 0.62 0.044 44.00 26.40

0.942 0.0751 0.274 43.9 2.49 0.176 176.00 105.60

İLÇE YENİŞEHİR

MAHALLE FUAT MOREL

SOKAK 2821- 2852

BACA NO Z

L

EĞİM AKIŞ


1 2 84.38 84.13 59.00 0.0040 1/ 250 0.00481 1/ 208 82.68

2 3 84.13 84.22 58.35 - 0.0020 1/ -500 0.00556 1/ 180 82.39

3 4 84.22 84.00 45.00 0.0050 1/ 200 0.00556 1/ 180 82.06

4 5 84.00 84.20 42.60 - 0.0050 1/ -200 0.00556 1/ 180 81.81

5 6 84.20 85.22 50.15 - 0.0200 1/ -50 0.00556 1/ 180 81.57

6 7 85.22 83.80 54.00 0.0260 1/ 38.46 0.00556 1/ 180 81.29

7 8 83.80 83.13 55.85 0.0120 1/ 83.33 0.00556 1/ 180 80.99

8 M 83.13 83.78 21.97 - 0.0300 1/ -33.33 0.00885 1/ 113 80.67

9 2 86.89 84.13 55.00 0.0500 1/ 20 0.05000 1/ 20 85.28

J11


AKIŞ

EĞİM SON

H


82.39 0.00492 1/ 203 1.70 1.74 0.300 Toprak 60% 0.1500 0.0707

82.06 0.00566 1/ 177 1.74 2.16 0.300 Toprak 60% 0.1500 0.0707

81.81 0.00556 1/ 180 2.16 2.19 0.300 Toprak 60% 0.1500 0.0707

81.57 0.00563 1/ 177 2.19 2.63 0.300 Toprak 60% 0.1500 0.0707

81.29 0.00558 1/ 179 2.63 3.93 0.300 Toprak 60% 0.1500 0.0707

80.99 0.00556 1/ 180 3.93 2.81 0.300 Toprak 60% 0.1500 0.0707

80.67 0.00573 1/ 175 2.81 2.46 0.300 Toprak 60% 0.1500 0.0707

80.47 0.00910 1/ 110 2.46 3.31 0.300 Toprak 60% 0.1500 0.0707

82.39 0.05255 1/ 19 1.61 1.74 0.200 Toprak 60% 0.1000 0.0314

Boru Çap Ø (m)

Dolukuk Oranı

F= 3.142*r2

L5


Q l/s (%60)

0.942 0.0751 0.274 43.9 0.83 0.059 59.00 35.40

0.942 0.0751 0.274 43.9 0.90 0.064 64.00 38.40

0.942 0.0751 0.274 43.9 0.90 0.064 64.00 38.40

0.942 0.0751 0.274 43.9 0.90 0.064 64.00 38.40

0.942 0.0751 0.274 43.9 0.90 0.064 64.00 38.40

0.942 0.0751 0.274 43.9 0.90 0.064 64.00 38.40

0.942 0.0751 0.274 43.9 0.90 0.064 64.00 38.40

0.942 0.0751 0.274 43.9 1.13 0.080 80.00 48.00

0.628 0.0500 0.224 39.0 1.95 0.061 61.00 36.60

p = 6.283*r

R= F/p = 0.500*r R1/2

c= 100*R1/2/

(0.35+R1/2)v= c*R1/2*i1/2

m/sQ = F.v

m3/sQ l/s

(%100)

İLÇE MEZİTLİ

MAHALLE MERKEZ

SOKAK 112-M19

BACA NO Z

L

EĞİM AKIŞ


112 113 40.93 40.58 43.00 0.0080 1/ 125 0.00813 1/ 123 39.18

113 114 40.58 40.19 37.00 0.0110 1/ 90.91 0.01053 1/ 95 38.83

114 115 40.19 39.68 36.00 0.0140 1/ 71.43 0.01400 1/ 71 38.44

115 116 39.68 39.19 38.00 0.0130 1/ 76.92 0.01300 1/ 77 37.93

116 117 39.19 38.49 56.00 0.0120 1/ 83.33 0.01250 1/ 80 37.44

117 M19 38.49 37.56 54.00 0.0170 1/ 58.82 0.01700 1/ 59 36.74

İLÇE MEZİTLİ

MAHALLE MERKEZ

SOKAK 15-M3/1

15 M3/1 45.89 44.89 59.00 0.0170 1/ 58.82 0.01700 1/ 59 44.34

İLÇE MEZİTLİ

MAHALLE MERKEZ

SOKAK 112-M19

10 M2 42.33 41.26 39.00 0.0270 1/ 37.04 0.02700 1/ 37 40.48

İLÇE MEZİTLİ

MAHALLE MERKEZ

SOKAK 15-M3/1

1 2 49.18 47.25 37.00 0.0520 1/ 19.23 0.03226 1/ 31 47.18

2 3 47.25 46.02 59.00 0.0210 1/ 47.62 0.02941 1/ 34 46.00

3 4 46.02 45.21 40.00 0.0200 1/ 50 0.02041 1/ 49 44.27

4 5 45.21 44.41 34.00 0.0240 1/ 41.67 0.02326 1/ 43 43.44

5 6 44.41 43.90 28.00 0.0180 1/ 55.56 0.01800 1/ 56 42.66

6 7 43.90 42.17 40.00 0.0430 1/ 23.26 0.04348 1/ 23 42.15

7 8 42.17 40.93 38.00 0.0330 1/ 30.3 0.03300 1/ 30 40.42

8 9 40.93 39.92 33.00 0.0310 1/ 32.26 0.03100 1/ 32 39.18

9 M1 39.92 38.91 33.00 0.0310 1/ 32.26 0.03100 1/ 32 38.17

J10


J30


J34


İLÇE MEZİTLİ

MAHALLE MERKEZ

SOKAK 11-M3

11 12 41.98 40.51 34.00 0.0430 1/ 23.26 0.04300 1/ 23 40.23

12 13 40.51 38.66 43.00 0.0430 1/ 23.26 0.04300 1/ 23 38.76

13 14 38.66 38.16 55.00 0.0090 0.00900 1/ 111 36.91

14 M3 38.16 37.12 41.00 0.0250 1/ 40 0.02500 1/ 40 36.41

İLÇE MEZİTLİ

MAHALLE MERKEZ

SOKAK M22-130

M22 123 47.94 46.90 44.00 0.0240 1/ 41.67 0.02857 1/ 35 46.39

123 124 46.90 45.57 56.00 0.0240 1/ 41.67 0.02400 1/ 42 45.15

124 125 45.57 44.92 22.00 0.0300 1/ 33.33 0.02273 1/ 44 43.82

125 126 44.92 43.98 39.00 0.0240 1/ 41.67 0.02400 1/ 42 43.32

126 127 43.98 43.26 38.00 0.0190 1/ 52.63 0.01900 1/ 53 42.38

127 128 43.26 42.04 35.00 0.0350 1/ 28.57 0.03846 1/ 26 41.66

128 129 42.04 40.82 35.00 0.0350 1/ 28.57 0.03500 1/ 29 40.29

129 130 40.82 39.98 40.00 0.0210 1/ 47.62 0.02100 1/ 48 39.07

131 129 41.20 40.82 40.00 0.0100 1/ 100 0.01000 1/ 100 39.45

135 134 45.90 45.81 52.00 0.0020 1/ 500 0.00559 1/ 179 44.35

134 133 45.81 46.16 41.00 - 0.0090 0.00610 1/ 164 44.06

133 132 46.16 45.54 49.00 0.0130 1/ 76.92 0.00388 1/ 258 43.81

132 125 45.54 44.92 47.00 0.0130 1/ 76.92 0.01300 1/ 77 43.62

İLÇE MEZİTLİ

MAHALLE MERKEZ

SOKAK 118-M20

118 119 41.55 40.69 60.00 0.0140 1/ 71.43 0.00383 1/ 261 39.37

119 120 40.69 40.44 34.00 0.0070 0.01316 1/ 76 39.14

1/ 111.11

1/ -111.11

1/ 142.86

J51


120 M20 40.44 40.18 33.00 0.0080 1/ 125 0.00800 1/ 125 38.69

İLÇE MEZİTLİ

MAHALLE MERKEZ

SOKAK 121-M21

121 122 42.44 42.02 60.00 0.0070 0.00700 1/ 143 39.72

122 123 42.02 41.58 58.00 0.0080 1/ 125 0.00800 1/ 125 39.30

1/ 142.86

AKIŞ

EĞİM SON

H


38.83 0.00814 1/ 123 1.75 1.75 0.300 60% 0.1500 0.0707

38.44 0.01054 1/ 95 1.75 1.75 0.300 60% 0.1500 0.0707

37.93 0.01417 1/ 71 1.75 1.75 0.300 60% 0.1500 0.0707

37.44 0.01289 1/ 78 1.75 1.75 0.300 60% 0.1500 0.0707

36.74 0.01250 1/ 80 1.75 1.75 0.300 60% 0.1500 0.0707

36.16 0.01074 1/ 93 1.75 1.40 0.300 60% 0.1500 0.0707

43.23 0.01881 1/ 53 1.55 1.66 0.300 60% 0.1500 0.0707

39.38 0.02821 1/ 35 1.85 1.88 0.300 60% 0.1500 0.0707

46.00 0.03189 1/ 31 2.00 1.25 0.300 60% 0.1500 0.0707

44.27 0.02932 1/ 34 1.25 1.75 0.300 60% 0.1500 0.0707

43.44 0.02075 1/ 48 1.75 1.77 0.300 60% 0.1500 0.0707

42.66 0.02294 1/ 44 1.77 1.75 0.300 60% 0.1500 0.0707

42.15 0.01821 1/ 55 1.75 1.75 0.300 60% 0.1500 0.0707

40.42 0.04325 1/ 23 1.75 1.75 0.300 60% 0.1500 0.0707

39.18 0.03263 1/ 31 1.75 1.75 0.300 60% 0.1500 0.0707

38.17 0.03061 1/ 33 1.75 1.75 0.300 60% 0.1500 0.0707

37.01 0.03515 1/ 28 1.75 1.90 0.300 60% 0.1500 0.0707

Boru Çap Ø (m)

Dolukuk Oranı

F= 3.142*r2

L4


K34


38.76 0.04324 1/ 23 1.75 1.75 0.300 60% 0.1500 0.0707

36.91 0.04302 1/ 23 1.75 1.75 0.300 60% 0.1500 0.0707

36.41 0.00909 1/ 110 1.75 1.75 0.300 60% 0.1500 0.0707

35.27 0.02780 1/ 36 1.75 1.85 0.300 60% 0.1500 0.0707

45.15 0.02818 1/ 35 1.55 1.75 0.300 60% 0.1500 0.0707

43.82 0.02375 1/ 42 1.75 1.75 0.300 60% 0.1500 0.0707

43.32 0.02273 1/ 44 1.75 1.60 0.300 60% 0.1500 0.0707

42.38 0.02410 1/ 41 1.60 1.60 0.300 60% 0.1500 0.0707

41.66 0.01895 1/ 53 1.60 1.60 0.300 60% 0.1500 0.0707

40.29 0.03914 1/ 26 1.60 1.75 0.300 60% 0.1500 0.0707

39.07 0.03486 1/ 29 1.75 1.75 0.300 60% 0.1500 0.0707

38.16 0.02275 1/ 44 1.75 1.82 0.300 60% 0.1500 0.0707

39.07 0.00950 1/ 105 1.75 1.75 0.300 60% 0.1500 0.0707

44.06 0.00558 1/ 179 1.55 1.75 0.300 60% 0.1500 0.0707

43.81 0.00610 1/ 164 1.75 2.35 0.300 60% 0.1500 0.0707

43.62 0.00388 1/ 258 2.35 1.92 0.300 60% 0.1500 0.0707

43.32 0.00638 1/ 157 1.92 1.60 0.300 60% 0.1500 0.0707

39.14 0.00383 1/ 261 2.18 1.55 0.300 60% 0.1500 0.0707

38.69 0.01324 1/ 76 1.55 1.75 0.300 60% 0.1500 0.0707

38.13 0.01697 1/ 59 1.75 2.05 0.300 60% 0.1500 0.0707

39.30 0.00700 1/ 143 2.72 2.72 0.300 60% 0.1500 0.0707

38.84 0.00793 1/ 126 2.72 2.74 0.300 60% 0.1500 0.0707

Q l/s (%60)

0.942 0.0751 0.274 43.9 1.08 0.076 76.00 45.60

0.942 0.0751 0.274 43.9 1.23 0.087 87.00 52.20

0.942 0.0751 0.274 43.9 1.42 0.100 100.00 60.00

0.942 0.0751 0.274 43.9 1.37 0.097 97.00 58.20

0.942 0.0751 0.274 43.9 1.34 0.095 95.00 57.00

0.942 0.0751 0.274 43.9 1.57 0.111 111.00 66.60

0.942 0.0751 0.274 43.9 1.57 0.111 111.00 66.60

0.942 0.0751 0.274 43.9 1.98 0.140 140.00 84.00

0.942 0.0751 0.274 43.9 2.16 0.153 153.00 91.80

0.942 0.0751 0.274 43.9 2.06 0.146 146.00 87.60

0.942 0.0751 0.274 43.9 1.72 0.122 122.00 73.20

0.942 0.0751 0.274 43.9 1.83 0.129 129.00 77.40

0.942 0.0751 0.274 43.9 1.61 0.114 114.00 68.40

0.942 0.0751 0.274 43.9 2.51 0.177 177.00 106.20

0.942 0.0751 0.274 43.9 2.19 0.155 155.00 93.00

0.942 0.0751 0.274 43.9 2.12 0.150 150.00 90.00

0.942 0.0751 0.274 43.9 2.12 0.150 150.00 90.00

p = 6.283*r

R= F/p = 0.500*r R1/2

c= 100*R1/2/

(0.35+R1/2)v= c*R1/2*i1/2

m/sQ = F.v

m3/sQ l/s

(%100)

0.942 0.0751 0.274 43.9 2.49 0.176 176.00 105.60

0.942 0.0751 0.274 43.9 2.49 0.176 176.00 105.60

0.942 0.0751 0.274 43.9 1.14 0.081 81.00 48.60

0.942 0.0751 0.274 43.9 1.90 0.134 134.00 80.40

0.942 0.0751 0.274 43.9 2.03 0.144 144.00 86.40

0.942 0.0751 0.274 43.9 1.86 0.132 132.00 79.20

0.942 0.0751 0.274 43.9 1.81 0.128 128.00 76.80

0.942 0.0751 0.274 43.9 1.86 0.132 132.00 79.20

0.942 0.0751 0.274 43.9 1.66 0.117 117.00 70.20

0.942 0.0751 0.274 43.9 2.36 0.167 167.00 100.20

0.942 0.0751 0.274 43.9 2.25 0.159 159.00 95.40

0.942 0.0751 0.274 43.9 1.74 0.123 123.00 73.80

0.942 0.0751 0.274 43.9 1.20 0.085 85.00 51.00

0.942 0.0751 0.274 43.9 0.90 0.064 64.00 38.40

0.942 0.0751 0.274 43.9 0.94 0.066 66.00 39.60

0.942 0.0751 0.274 43.9 0.75 0.053 53.00 31.80

0.942 0.0751 0.274 43.9 1.37 0.097 97.00 58.20

0.942 0.0751 0.274 43.9 0.74 0.052 52.00 31.20

0.942 0.0751 0.274 43.9 1.38 0.098 98.00 58.80

0.942 0.0751 0.274 43.9 1.08 0.076 76.00 45.60

0.942 0.0751 0.274 43.9 1.01 0.071 71.00 42.60

0.942 0.0751 0.274 43.9 1.08 0.076 76.00 45.60

kanalizasyon kot Çalışması.xlsx

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