31
Donées Dotation 200 lju nombre d' usagés 1,267 u Calculs debit moyen de consommation Eau potable 253400 lj debit moyen de consommation Eau potable 253.4 m3j debit moyen de consommation Eau potable 2.93 ls Conditions Donées coefficient d'evacuation d'eau ussé 0.8 Calculs debit moyen d'eau usée 202720 lj debit moyen d'eau usée 202.72 m3j debit moyen d'eau usée 2.35 ls coefficient de pointe calculé 2.96 Donées coefficient de pointe calculé adopté 2.96 Calculs debit d'eau usée de pointe 6.95 ls debit d'eau usée de pointe 600.051 m3j Si debit moyen de consommation Eau potable < 2.8 ls alors coeff

Calcul Assainissement

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Page 1: Calcul Assainissement

DonéesDotation 200 ljunombre d' usagés 1,267 uCalculsdebit moyen de consommation Eau potable 253400 ljdebit moyen de consommation Eau potable 253.4 m3jdebit moyen de consommation Eau potable 2.93 lsConditions

Donéescoefficient d'evacuation d'eau ussé 0.8Calculsdebit moyen d'eau usée 202720 ljdebit moyen d'eau usée 202.72 m3jdebit moyen d'eau usée 2.35 lscoefficient de pointe calculé 2.96Donéescoefficient de pointe calculé adopté 2.96 Calculsdebit d'eau usée de pointe 6.95 lsdebit d'eau usée de pointe 600.051 m3j

Si debit moyen de consommation Eau potable < 2.8 ls alors coefficient de pointe = 3

Page 2: Calcul Assainissement

Lotissement Deriche BoumerdesDonées 1 Evolution démographiqueAnnée de calcul 2008 2010 2020 2030Population initiale 1267 1,267 1,267 1,267Horizon de calcul 2010 2020 2030 2040Taux d'acroissement 0 0 0 0Nombre d'année 2 10 10 10Nombre d'habitant 1,267 1,267 1,267 1,267

0

200

400

600

800

1000

1200

1400

20082010202020302040

Page 3: Calcul Assainissement

NumérosRegards

Nombre Dotation

Tronçons d’usagés

1 1 2 5 35 200 0.0812 2 3 5 35 200 0.0813 3 4 3 21 200 0.0494 4 5 0 0 0 0.0005 5 6 0 0 0 0.0006 6 18 0 0 0 0.0007 7 8 3 21 200 0.0498 8 9 3 21 200 0.0499 9 10 3 21 200 0.04910 10 11 2 14 200 0.03211 12 13 2 14 200 0.03212 13 14 3 21 200 0.04913 14 15 3 21 200 0.04914 15 16 4 28 200 0.06515 16 11 0 0 0 0.00016 11 17 2 14 200 0.03217 17 18 0 0 0 0.00018 18 64 0 0 0 0.00019 64 65 0 0 0 0.00020 65 26 0 0 0 0.00021 19 20 8 56 200 0.13022 20 21 8 56 200 0.13023 21 22 8 56 200 0.13024 22 23 8 56 200 0.13025 23 24 2 14 200 0.03226 24 25 0 0 0 0.00027 25 26 0 0 0 0.00028 26 66 0 0 0 0.00029 66 34 0 0 0 0.00030 27 28 7 49 200 0.11331 28 29 7 49 200 0.11332 29 30 9 63 200 0.14633 30 31 6 42 200 0.09734 31 32 0 0 0 0.00035 22 33 0 0 0 0.00036 33 34 0 0 0 0.00037 34 43 0 0 0 0.00038 35 36 5 35 200 0.08139 36 37 8 56 200 0.13040 37 38 7 49 200 0.11341 38 39 1 7 200 0.01642 39 40 0 0 0 0.000

Nombre de lots

Consommation moyenne

Page 4: Calcul Assainissement

43 40 41 4 28 200 0.06544 41 42 4 28 200 0.06545 42 43 0 0 0 0.00046 43 53 0 0 0 0.00047 44 45 9 63 200 0.14648 45 46 8 56 200 0.13049 46 47 7 49 200 0.11350 47 48 0 0 0 0.00051 48 49 0 0 0 0.00052 49 50 5 35 200 0.08153 50 51 8 56 200 0.13054 51 52 2 14 200 0.03255 52 53 0 0 0 0.00056 53 67 0 0 0 0.00057 67 63 0 0 0 0.00058 54 55 3 21 200 0.04959 55 56 1 7 200 0.01660 56 57 0 0 0 0.00061 57 58 0 0 0 0.00062 58 59 2 14 200 0.03263 59 60 3 21 200 0.04964 60 61 2 14 200 0.03265 61 62 1 7 200 0.01666 62 63 0 0 0 0.00067 63 DVO 0 0 0 0.000

Total 1267 200 2.933

Page 5: Calcul Assainissement

Longeur NumérosRegards

usées Tronçons

0.065 0.192 0.192 50.000 1 1 2 0.600.065 0.192 0.384 50.000 2 2 3 0.600.039 0.115 0.499 50.000 3 3 4 0.600.000 0.000 0.499 50.000 4 4 5 0.600.000 0.000 0.499 61.000 5 5 6 0.600.000 0.000 0.499 48.400 6 6 18 0.600.039 0.115 0.115 50.000 7 7 8 0.600.039 0.115 0.230 50.000 8 8 9 0.600.039 0.115 0.345 50.000 9 9 10 0.600.026 0.077 0.422 37.300 10 10 11 0.600.026 0.077 0.077 50.000 11 12 13 0.600.039 0.115 0.192 50.000 12 13 14 0.600.039 0.115 0.307 50.000 13 14 15 0.600.052 0.153 0.460 41.500 14 15 16 0.600.000 0.000 0.460 19.250 15 16 11 0.600.026 0.077 0.959 47.000 16 11 17 0.600.000 0.000 0.959 39.600 17 17 18 0.600.000 0.000 1.458 34.100 18 18 64 0.600.000 0.000 1.458 30.300 19 64 65 0.600.000 0.000 1.458 15.700 20 65 26 0.600.104 0.307 0.307 50.000 21 19 20 0.600.104 0.307 0.614 50.000 22 20 21 0.600.104 0.307 0.921 50.000 23 21 22 0.600.104 0.307 1.228 50.000 24 22 23 0.600.026 0.077 1.305 50.000 25 23 24 0.600.000 0.000 1.305 30.350 26 24 25 0.600.000 0.000 1.305 10.450 27 25 26 0.600.000 0.000 2.763 26.150 28 26 66 0.600.000 0.000 2.763 18.100 29 66 34 0.600.091 0.269 0.269 50.000 30 27 28 0.600.091 0.269 0.537 50.000 31 28 29 0.600.117 0.345 0.883 50.000 32 29 30 0.600.078 0.230 1.113 50.000 33 30 31 0.600.000 0.000 1.113 50.000 34 31 32 0.600.000 0.000 1.113 36.800 35 32 33 0.600.000 0.000 1.113 12.750 36 33 34 0.600.000 0.000 3.875 42.450 37 34 43 0.600.065 0.192 0.192 50.000 38 35 36 0.600.104 0.307 0.499 50.000 39 36 37 0.600.091 0.269 0.767 50.000 40 37 38 0.600.013 0.038 0.806 50.000 41 38 39 0.600.000 0.000 0.806 50.000 42 39 40 0.60

Débit d’eau

Débit d’eau

Débit d’eau

Coefficient de

usées de pointe

Usées cumulés

ruissellement

Page 6: Calcul Assainissement

0.052 0.153 0.959 50.000 43 40 41 0.600.052 0.153 1.113 32.000 44 41 42 0.600.000 0.000 1.113 18.750 45 42 43 0.600.000 0.000 4.988 36.700 46 43 53 0.600.117 0.345 0.345 50.000 47 44 45 0.600.104 0.307 0.652 50.000 48 45 46 0.600.091 0.269 0.921 50.000 49 46 47 0.600.000 0.000 0.921 35.550 50 47 48 0.600.000 0.000 0.921 50.000 51 48 49 0.600.065 0.192 1.113 50.000 52 49 50 0.600.104 0.307 1.420 50.000 53 50 51 0.600.026 0.077 1.496 18.500 54 51 52 0.600.000 0.000 1.496 13.200 55 52 53 0.600.000 0.000 6.485 41.300 56 53 67 0.600.000 0.000 6.485 39.950 57 67 63 0.600.039 0.115 0.115 45.000 58 54 55 0.600.013 0.038 0.153 38.250 59 55 56 0.600.000 0.000 0.153 52.300 60 56 57 0.600.000 0.000 0.153 70.000 61 57 58 0.600.026 0.077 0.230 47.000 62 58 59 0.600.039 0.115 0.345 45.000 63 59 60 0.600.026 0.077 0.422 50.000 64 60 61 0.600.013 0.038 0.460 21.650 65 61 62 0.600.000 0.000 0.460 30.860 66 62 63 0.600.000 0.000 6.945 67 63 DVO 0.602.346 6.945

Page 7: Calcul Assainissement

Aire du Aire du

pluviale

165 0 0 0 0 1 1 2165 1902.32 0.190232 18.833 18.832968 2 2 3165 0 0 0 18.832968 3 3 4165 3611.57 0.361157 35.7545 54.587511 4 4 5165 0 0 0 54.587511 5 5 6165 3316.45 0.331645 32.8329 54.587511 6 6 18165 0 0 0 0 7 7 8165 1964.07 0.196407 19.4443 19.444293 8 8 9165 0 0 0 19.444293 9 9 10165 3687.36 0.368736 36.5049 55.949157 10 10 11165 0 0 0 0 11 12 13165 1753.01 0.175301 17.3548 17.354799 12 13 14165 0 0 0 17.354799 13 14 15165 3288.84 0.328884 32.5595 49.914315 14 15 16165 1392.08 0.139208 13.7816 49.914315 15 16 11165 0 0 0 105.86347 16 11 17165 3123.79 0.312379 30.9255 105.86347 17 17 18165 0 0 0 160.45098 18 18 64165 0 0 0 160.45098 19 64 65165 0 0 0 160.45098 20 65 26165 0 0 0 0 21 19 20165 2533.07 0.253307 25.0774 25.077393 22 20 21165 0 0 0 25.077393 23 21 22165 4606.38 0.460638 45.6032 70.680555 24 22 23165 0 0 0 70.680555 25 23 24165 4567.58 0.456758 45.219 115.8996 26 24 25165 0 0 0 115.8996 27 25 26165 0 0 0 276.35058 28 26 66165 0 0 0 276.35058 29 66 34165 0 0 0 0 30 27 28165 2054.78 0.205478 20.3423 20.342322 31 28 29165 0 0 0 20.342322 32 29 30165 4107.88 0.410788 40.668 61.010334 33 30 31165 0 0 0 61.010334 34 31 32165 4168.25 0.416825 41.2657 102.27601 35 32 33165 0 0 0 102.27601 36 33 34165 0 0 0 378.62659 37 34 43165 0 0 0 0 38 35 36165 2053.92 0.205392 20.3338 20.333808 39 36 37165 0 0 0 20.333808 40 37 38165 3751.31 0.375131 37.138 57.471777 41 38 39165 0 0 0 57.471777 42 39 40

Intensité de

Débit d’eau

Débit d’eau

Numéros Regard

sprécipitation

bassin versant

bassin versant (h)

pluviale cumulés

Tronçons

Page 8: Calcul Assainissement

165 3763.02 0.376302 37.2539 94.725675 43 40 41165 1917.73 0.191773 18.9855 113.7112 44 41 42165 0 0 0 113.7112 45 42 43165 0 0 0 492.33779 46 43 53165 0 0 0 0 47 44 45165 1991.01 0.199101 19.711 19.710999 48 45 46165 0 0 0 19.710999 49 46 47165 3581.426 0.35814261 35.4561 55.167117 50 47 48165 0 0 0 55.167117 51 48 49165 3030.08 0.303008 29.9978 85.164909 52 49 50165 0 0 0 85.164909 53 50 51165 3533.07 0.353307 34.9774 120.1423 54 51 52165 0 0 0 120.1423 55 52 53165 0 0 0 612.48009 56 53 67165 0 0 0 612.48009 57 67 63165 0 0 0 0 58 54 55165 4797.92 0.479792 47.4994 47.499408 59 55 56165 0 0 0 47.499408 60 56 57165 5168.69 0.516869 51.17 98.669439 61 57 58165 0 0 0 98.669439 62 58 59165 6895.85 0.689585 68.2689 166.93835 63 59 60165 0 0 0 166.93835 64 60 61165 5445.91 0.544591 53.9145 220.85286 65 61 62165 0 0 0 220.85286 66 62 63165 0 0 0 833.33296 67 63

DVO

Page 9: Calcul Assainissement

Débit d’eau Débit d’eau

total

50 0 ### 0.19185250 18.832968 0.3837037 19.2166750 18.832968 0.49881481 19.3317850 54.587511 0.49881481 55.0863361 54.587511 0.49881481 55.08633

48.4 54.587511 0.49881481 55.0863350 0 0.11511111 0.11511150 19.444293 0.23022222 19.6745250 19.444293 0.34533333 19.78963

37.3 55.949157 0.42207407 56.3712350 0 0.07674074 0.07674150 17.354799 0.19185185 17.5466550 17.354799 0.30696296 17.66176

41.5 49.914315 0.46044444 50.3747619.25 49.914315 0.46044444 50.37476

47 105.863472 0.95925926 106.822739.6 105.863472 0.95925926 106.822734.1 160.450983 1.45807407 161.909130.3 160.450983 1.45807407 161.909115.7 160.450983 1.45807407 161.9091

50 0 0.30696296 0.30696350 25.077393 0.61392593 25.6913250 25.077393 0.92088889 25.9982850 70.680555 1.22785185 71.9084150 70.680555 1.30459259 71.98515

30.35 115.899597 1.30459259 117.204210.45 115.899597 1.30459259 117.204226.15 276.35058 2.76266667 279.1132

18.1 276.35058 2.76266667 279.113250 0 0.26859259 0.26859350 20.342322 0.53718519 20.8795150 20.342322 0.88251852 21.2248450 61.010334 1.11274074 62.1230750 61.010334 1.11274074 62.12307

36.8 102.276009 1.11274074 103.388712.75 102.276009 1.11274074 103.388742.45 378.626589 3.87540741 382.502

50 0 0.19185185 0.19185250 20.333808 0.49881481 20.8326250 20.333808 0.76740741 21.1012250 57.471777 0.80577778 58.2775550 57.471777 0.80577778 58.27755

Longeur

Débit d’eau

pluviale cumulés

Usées cumulés

Page 10: Calcul Assainissement

50 94.725675 0.95925926 95.6849332 113.711202 1.11274074 114.8239

18.75 113.711202 1.11274074 114.823936.7 492.337791 4.98814815 497.3259

50 0 0.34533333 0.34533350 19.710999 0.6522963 20.363350 19.710999 0.92088889 20.63189

35.55 55.16711739 0.92088889 56.0880150 55.16711739 0.92088889 56.0880150 85.16490939 1.11274074 86.2776550 85.16490939 1.4197037 86.58461

18.5 120.14230239 1.49644444 121.638713.2 120.14230239 1.49644444 121.638741.3 612.48009339 6.48459259 618.9647

39.95 612.48009339 6.48459259 618.964745 0 0.11511111 0.115111

38.25 47.499408 0.15348148 47.6528952.3 47.499408 0.15348148 47.65289

70 98.669439 0.15348148 98.8229247 98.669439 0.23022222 98.8996645 166.938354 0.34533333 167.283750 166.938354 0.42207407 167.3604

21.65 220.852863 0.46044444 221.313330.86 220.852863 0.46044444 221.3133

833.33295639 6.94503704 840.278

Page 11: Calcul Assainissement

COLL 1

Dn N°rg C tn P A Cgs C A Cgi P A rad P D Cgs C D Cgi P D rad Q L tr Pente P Pente% Coéf Vps Qps Q/Qps RV RH V h Qps/10 RV Qps/10 Vauto

0.30 1 74.28 0.00 0.80 73.18 1.10

0.30 2 72.21 0.80 71.11 1.10 1.30 70.61 1.60 0.192 50.00 0.0414 41.40 4.14 0.014 2.58 182.70 0.001 0.14 0.020 0.36 0.006 0.018 0.380 0.98

0.30 3 67.44 0.80 66.34 1.10 4.20 62.94 4.50 19.217 50.00 0.0854 85.40 8.54 0.014 3.71 262.41 0.073 0.59 0.185 2.19 0.006 0.026 0.420 1.56

0.30 4 56.83 0.80 55.73 1.10 2.30 54.23 2.60 19.332 50.00 0.1442 144.20 14.42 0.014 4.82 340.98 0.057 0.55 0.165 2.65 0.050 0.034 0.460 2.22

0.30 5 50.51 0.80 49.41 1.10 1.00 49.21 1.30 55.086 50.00 0.0964 96.40 9.64 0.014 3.94 278.79 0.198 0.79 0.310 3.12 0.093 0.028 0.440 1.74

0.30 6 49.49 1.20 47.99 1.50 1.20 47.99 1.50 55.086 61.00 0.0200 20.00 2.00 0.014 1.80 126.99 0.434 0.96 0.460 1.72 0.138 0.013 0.350 0.63

0.30 18 50.00 2.80 46.90 3.10 0.00 49.70 0.30 55.086 48.40 0.0225 22.52 2.25 0.014 1.91 134.75 0.409 0.945 0.445 1.80 0.134 0.013 0.350 0.67

COLL 2

Dn N°rg C tn P A Cgs C A Cgi P A rad P D Cgs C D Cgi P D rad Q L tr Pente P Pente% Coéf Vps Qps Q/Qps RV RH V h Qps/10 RV Qps/10 Vauto

0.30 7 71.67 0.00 0.80 70.57 1.10

0.30 8 71.27 1.40 69.57 1.70 1.40 69.57 1.70 0.115 50.00 0.0200 20.00 2.00 0.014 1.80 126.99 0.001 0.14 0.020 0.25 0.006 0.013 0.350 0.63

0.30 9 67.80 0.80 66.70 1.10 1.50 66.00 1.80 19.674 50.00 0.0574 57.40 5.74 0.014 3.04 215.13 0.091 0.635 0.210 1.93 0.063 0.022 0.410 1.25

0.30 10 62.43 0.80 61.33 1.10 3.00 59.13 3.30 19.789 50.00 0.0934 93.40 9.34 0.014 3.88 274.42 0.072 0.575 0.185 2.23 0.056 0.027 0.430 1.67

0.30 11 56.71 0.80 55.61 1.10 0.00 56.41 0.30 56.370 37.30 0.0944 94.37 9.44 0.014 3.90 275.84 0.204 0.79 0.310 3.08 0.093 0.028 0.440 1.72

COLL 3

Dn N°rg C tn P A Cgs C A Cgi P A rad P D Cgs C D Cgi P D rad Q L tr Pente P Pente% Coéf Vps Qps Q/Qps RV RH V h Qps/10 RV Qps/10 Vauto

0.30 12 69.86 0.00 1.00 68.56 1.30

0.30 13 68.88 1.00 67.58 1.30 0.80 67.78 1.10 0.077 50.00 0.0196 19.60 1.96 0.014 1.78 125.71 0.001 0.14 0.020 0.25 0.006 0.013 0.350 0.62

0.30 14 67.15 1.00 65.85 1.30 1.50 65.35 1.80 17.547 50.00 0.0386 38.60 3.86 0.014 2.50 176.42 0.099 0.64 0.022 1.60 0.006 0.018 0.380 0.95

0.30 15 62.21 0.80 61.11 1.10 0.80 61.11 0.60 17.660 50.00 0.0848 84.80 8.48 0.014 3.70 261.48 0.068 0.57 0.175 2.11 0.053 0.026 0.420 1.55

0.30 16 59.71 0.80 58.61 1.10 2.00 57.41 2.30 50.375 41.50 0.0602 60.24 6.02 0.014 3.12 220.39 0.229 0.805 0.325 2.51 0.098 0.022 0.410 1.28

0.30 11 56.71 0.80 55.61 1.10 0.00 56.41 0.30 50.375 19.25 0.0935 93.51 9.35 0.014 3.88 274.58 0.183 0.77 0.295 2.99 0.089 0.027 0.430 1.67

COLL 4

Dn N°rg C tn P A Cgs C A Cgi P A rad P D Cgs C D Cgi P D rad Q L tr Pente P Pente% Coéf Vps Qps Q/Qps RV RH V h Qps/10 RV Qps/10 Vauto

0.30 11 56.71 0.00 0.80 55.61 1.10

0.30 17 57.40 2.50 54.60 2.80 3.20 53.90 3.50 106.823 47.00 0.0215 21.49 2.15 0.014 1.86 131.63 0.812 1.115 0.685 2.08 0.206 0.013 0.350 0.65

0.30 18 49.96 0.80 48.86 1.10 0.00 49.66 0.30 106.823 39.60 0.1273 127.27 12.73 0.014 4.53 320.34 0.333 0.89 0.395 4.03 0.119 0.032 0.455 2.06

COLL 10

Dn N°rg C tn P A Cgs C A Cgi P A rad P D Cgs C D Cgi P D rad Q L tr Pente P Pente% Coéf Vps Qps Q/Qps RV RH V h Qps/10 RV Qps/10 Vauto

0.50 18 49.96 0.00 2.60 46.86 3.10

Page 12: Calcul Assainissement

0.50 64 49.17 1.85 46.82 2.35 1.85 46.82 2.35 161.909 34.10 0.0012 1.17 0.12 0.014 0.61 120.09 1.348 0.52 0.150 0.32 0.075 0.012 0.515 0.31

0.60 65 51.26 4.10 46.56 4.70 4.10 46.56 4.70 161.909 30.30 0.0086 8.58 0.86 0.014 1.87 528.15 0.307 0.47 0.130 0.88 0.078 0.053 0.495 0.92

0.60 26 50.45 3.40 46.45 4.00 0.00 49.85 0.60 161.909 15.70 0.0070 7.01 0.70 0.014 1.69 477.24 0.339 0.46 0.125 0.78 0.075 0.048 0.530 0.89

COLL 5

Dn N°rg C tn P A Cgs C A Cgi P A rad P D Cgs C D Cgi P D rad Q L tr Pente P Pente% Coéf Vps Qps Q/Qps RV RH V h Qps/10 RV Qps/10 Vauto

0.30 19 67.68 0.00 0.80 66.58 1.10

0.30 20 67.44 1.50 65.64 1.80 1.50 65.64 1.80 0.306 50.00 0.0188 18.80 1.88 0.014 1.74 123.12 0.002 0.18 0.020 0.31 0.006 0.012 0.345 0.60

0.30 21 66.62 1.65 64.67 1.95 1.65 64.67 1.95 25.691 50.00 0.0194 19.40 1.94 0.014 1.77 125.07 0.205 0.79 0.310 1.40 0.093 0.013 0.350 0.62

0.30 22 62.83 0.80 61.73 1.10 0.80 61.73 1.10 25.998 50.00 0.0588 58.80 5.88 0.014 3.08 217.74 0.119 0.66 0.230 2.03 0.069 0.022 0.410 1.26

0.30 23 58.13 0.80 57.03 1.10 0.80 57.03 1.10 71.908 50.00 0.0940 94.00 9.40 0.014 3.89 275.30 0.261 0.84 0.350 3.27 0.105 0.028 0.440 1.71

0.30 24 55.54 0.80 54.44 1.10 0.80 54.44 1.10 71.985 50.00 0.0518 51.80 5.18 0.014 2.89 204.37 0.352 0.91 0.410 2.63 0.123 0.020 0.395 1.14

0.40 25 54.06 0.80 52.86 1.20 3.50 50.16 3.90 117.200 30.35 0.0521 52.06 5.21 0.014 3.51 441.23 0.266 0.85 0.353 2.98 0.141 0.044 0.510 1.79

0.40 26 50.45 0.80 49.25 1.20 0.00 50.05 0.40 117.200 10.45 0.0871 87.08 8.71 0.014 4.54 570.66 0.205 0.79 0.310 3.59 0.124 0.057 0.545 2.47

COLL 11

Dn N°rg C tn P A Cgs C A Cgi P A rad P D Cgs C D Cgi P D rad Q L tr Pente P Pente% Coéf Vps Qps Q/Qps RV RH V h Qps/10 RV Qps/10 Vauto

0.30 26 50.45 0.00 3.20 46.45 4.00

0.80 66 50.37 3.30 46.27 4.10 3.30 46.27 4.10 279.113 26.15 0.0069 6.88 0.69 0.014 2.03 1,018.74 0.274 0.855 0.355 1.73 0.284 0.102 0.640 1.30

0.80 34 49.93 3.00 46.13 3.80 0.00 49.13 0.80 279.113 18.10 0.0077 7.73 0.77 0.014 2.15 1,079.91 0.258 0.835 0.345 1.79 0.276 0.108 0.655 1.41

COLL 6

Dn N°rg C tn P A Cgs C A Cgi P A rad P D Cgs C D Cgi P D rad Q L tr Pente P Pente% Coéf Vps Qps Q/Qps RV RH V h Qps/10 RV Qps/10 Vauto

0.30 27 64.56 0.00 0.80 63.46 1.10

0.30 28 65.69 3.00 62.39 3.30 3.00 62.39 3.30 0.268 50.00 0.0214 21.40 2.14 0.014 1.86 131.36 0.002 0.18 0.020 0.33 0.01 0.013 0.350 0.65

0.30 29 63.78 2.10 61.38 2.40 2.10 61.38 2.40 20.879 50.00 0.0202 20.20 2.02 0.014 1.81 127.62 0.164 0.74 0.270 1.34 0.08 0.013 0.350 0.63

0.30 30 62.03 1.35 60.38 1.65 1.35 60.38 1.65 21.224 50.00 0.0200 20.00 2.00 0.014 1.80 126.99 0.167 0.746 0.275 1.34 0.08 0.013 0.350 0.63

0.30 31 60.17 0.80 59.07 1.10 0.80 59.07 1.10 62.123 50.00 0.0262 26.20 2.62 0.014 2.06 145.34 0.427 0.95 0.450 1.95 0.14 0.015 0.360 0.74

0.30 32 56.85 0.80 55.75 1.10 0.80 55.75 1.10 62.123 50.00 0.0664 66.40 6.64 0.014 3.27 231.38 0.268 0.855 0.357 2.80 0.11 0.023 0.410 1.34

0.30 33 54.44 0.80 53.34 1.10 3.50 50.64 3.80 103.388 36.80 0.0655 65.49 6.55 0.014 3.25 229.79 0.450 0.958 0.456 3.11 0.14 0.023 0.410 1.33

0.30 34 49.93 0.80 48.83 1.10 2.30 47.33 2.60 103.388 12.75 0.1420 141.96 14.20 0.014 4.79 338.32 0.306 0.875 0.378 4.19 0.11 0.034 0.470 2.25

0.80 43 47.30 0.80 46.20 1.10 0.00 46.50 0.80 382.501 42.45 0.0266 26.62 2.66 0.014 3.99 2,003.37 0.191 0.770 0.295 3.07 0.24 0.200 0.790 3.15

COLL 7

Dn N°rg C tn P A Cgs C A Cgi P A rad P D Cgs C D Cgi P D rad Q L tr Pente P Pente% Coéf Vps Qps Q/Qps RV RH V h Qps/10 RV Qps/10 Vauto

0.30 35 62.53 0.00 0.80 61.43 1.10

Page 13: Calcul Assainissement

0.30 36 61.76 1.00 60.46 1.30 1.00 60.46 1.30 0.192 50.00 0.0194 19.40 1.94 0.014 1.77 125.07 0.002 0.18 0.020 0.32 0.006 0.013 0.350 0.62

0.30 37 63.19 3.40 59.49 3.70 3.40 59.49 3.70 20.832 50.00 0.0194 19.40 1.94 0.014 1.77 125.07 0.167 0.746 0.272 1.32 0.082 0.013 0.350 0.62

0.30 38 59.86 1.00 58.56 1.30 1.00 58.56 1.30 21.101 50.00 0.0186 18.60 1.86 0.014 1.73 122.46 0.172 0.753 0.282 1.30 0.085 0.012 0.345 0.60

0.30 39 59.43 1.50 57.63 1.80 1.50 57.63 1.80 58.277 50.00 0.0186 18.60 1.86 0.014 1.73 122.46 0.476 0.982 0.483 1.70 0.145 0.012 0.345 0.60

0.30 40 57.98 1.00 56.68 1.30 1.00 56.68 1.30 58.277 50.00 0.0190 19.00 1.90 0.014 1.75 123.77 0.471 0.98 0.480 1.72 0.144 0.012 0.340 0.60

0.30 41 53.97 0.80 52.87 1.10 0.80 52.87 0.00 95.684 50.00 0.0762 76.20 7.62 0.014 3.51 247.87 0.386 0.93 0.43 3.26 0.129 0.025 0.415 1.46

0.30 42 51.31 0.80 50.21 1.10 3.00 48.01 0.00 114.823 32.00 0.0831 83.12 8.31 0.014 3.66 258.89 0.444 0.97 0.470 3.55 0.141 0.026 0.420 1.54

0.30 43 47.30 0.80 46.20 1.10 0.00 47.00 0.00 114.823 18.75 0.0965 96.53 9.65 0.014 3.95 278.99 0.412 0.963 0.446 3.80 0.134 0.028 0.440 1.74

COLL 12

Dn N°rg C tn P A Cgs C A Cgi P A rad P D Cgs C D Cgi P D rad Q L tr Pente P Pente% Coéf Vps Qps Q/Qps RV RH V h Qps/10 RV Qps/10 Vauto

0.30 43 47.30 0.00 1.45 45.05 2.25

0.80 53 45.68 0.80 44.08 1.60 0.00 44.88 0.80 497.325 36.70 0.0264 26.43 2.64 0.014 3.97 1,996.25 0.249 0.83 0.340 3.30 0.272 0.200 0.790 3.14

COLL 8

Dn N°rg C tn P A Cgs C A Cgi P A rad P D Cgs C D Cgi P D rad Q L tr Pente P Pente% Coéf Vps Qps Q/Qps RV RH V h Qps/10 RV Qps/10 Vauto

0.30 44 60.76 0.00 0.80 59.66 1.10

0.30 45 59.95 1.00 58.65 1.30 1.00 58.65 1.30 0.345 50.00 0.0202 20.20 2.02 0.014 1.81 127.62 0.003 0.22 0.040 0.40 0.012 0.013 0.350 0.63

0.30 46 59.38 1.40 57.68 1.70 1.40 57.68 1.70 20.363 50.00 0.0194 19.40 1.94 0.014 1.77 125.07 0.163 0.74 0.270 1.31 0.081 0.013 0.350 0.62

0.30 47 59.56 2.55 56.71 2.85 2.55 56.71 2.85 20.631 50.00 0.0194 19.40 1.94 0.014 1.77 125.07 0.165 0.74 0.270 1.31 0.081 0.013 0.350 0.62

0.30 48 59.31 3.00 56.01 3.30 3.00 56.01 3.30 56.088 35.55 0.0197 19.69 1.97 0.014 1.78 126.00 0.445 0.974 0.472 1.74 0.142 0.013 0.350 0.62

0.30 49 57.21 2.00 54.91 2.30 2.00 54.91 2.30 56.088 50.00 0.0220 22.00 2.20 0.014 1.88 133.19 0.421 0.965 0.448 1.82 0.134 0.013 0.350 0.66

0.30 50 54.66 0.80 53.56 1.10 0.80 53.56 1.10 86.277 50.00 0.0270 27.00 2.70 0.014 2.09 147.55 0.585 1.02 0.55 2.13 0.165 0.015 0.365 0.76

0.30 51 53.00 0.80 51.90 1.10 0.80 51.90 1.10 86.584 50.00 0.0332 33.20 3.32 0.014 2.31 163.61 0.529 1.014 0.513 2.35 0.154 0.016 0.370 0.86

0.30 52 51.40 0.80 50.30 1.10 4.50 46.60 4.80 121.638 18.50 0.0865 86.49 8.65 0.014 3.74 264.07 0.461 0.974 0.476 3.64 0.143 0.026 0.430 1.61

0.30 53 45.68 0.80 44.58 1.10 0.00 45.38 0.30 121.638 13.20 0.1530 153.03 15.30 0.014 4.97 351.26 0.346 0.91 0.409 4.52 0.123 0.035 0.480 2.39

COLL 13

Dn N°rg C tn P A Cgs C A Cgi P A rad P D Cgs C D Cgi P D rad Q L tr Pente P Pente% Coéf Vps Qps Q/Qps RV RH V h Qps/10 RV Qps/10 Vauto

0.80 53 45.68 0.00 1.40 43.48 2.20

0.80 67 44.00 0.80 42.40 1.60 1.10 42.10 1.90 618.960 41.30 0.0262 26.15 2.62 0.014 3.95 1,985.63 0.312 0.386 0.890 1.52 0.712 0.199 0.785 3.10

0.80 63 43.50 0.80 41.90 1.60 0.00 42.70 0.80 618.960 9.41 0.0213 21.25 2.13 0.014 3.56 1,790.12 0.346 0.974 0.476 3.47 0.381 0.179 0.700 2.49

COLL 9

Dn N°rg C tn P A Cgs C A Cgi P A rad P D Cgs C D Cgi P D rad Q L tr Pente P Pente% Coéf Vps Qps Q/Qps RV RH V h Qps/10 RV Qps/10 Vauto

0.30 54 58.60 0.00 0.80 57.50 1.10

Page 14: Calcul Assainissement

0.30 55 58.03 1.20 56.53 1.50 1.20 56.53 1.50 0.115 45.00 0.0216 21.56 2.16 0.014 1.87 131.83 0.001 0.14 0.020 0.26 0.006 0.013 0.350 0.65

0.30 56 57.58 1.50 55.78 1.80 1.50 55.78 1.80 47.652 38.25 0.0196 19.61 1.96 0.014 1.78 125.74 0.379 0.928 0.430 1.65 0.129 0.013 0.350 0.62

0.30 57 57.50 2.50 54.70 2.80 2.50 54.70 2.80 47.652 52.30 0.0207 20.65 2.07 0.014 1.83 129.03 0.369 0.924 0.427 1.69 0.128 0.013 0.350 0.64

0.40 58 56.98 2.80 53.78 3.20 2.80 53.78 3.20 98.822 70.00 0.0131 13.14 1.31 0.014 1.76 221.70 0.446 0.978 0.479 1.73 0.192 0.022 0.405 0.71

0.40 59 56.32 2.80 53.12 3.20 2.80 53.12 3.20 98.899 47.00 0.0140 14.04 1.40 0.014 1.82 229.16 0.432 0.958 0.459 1.75 0.184 0.023 0.415 0.76

0.40 60 54.27 2.00 51.87 2.40 2.00 51.87 2.40 167.283 45.00 0.0278 27.78 2.78 0.014 2.56 322.30 0.519 1.01 0.507 2.59 0.203 0.032 0.455 1.17

0.40 61 51.12 0.80 49.92 1.20 1.30 49.42 1.70 167.360 50.00 0.0390 39.00 3.90 0.014 3.04 381.90 0.438 0.965 0.465 2.93 0.186 0.038 0.480 1.46

0.40 62 49.20 0.80 48.00 1.20 4.00 44.80 4.40 221.313 21.65 0.0656 65.59 6.56 0.014 3.94 495.26 0.447 0.98 0.477 3.86 0.191 0.050 0.525 2.07

0.40 63 43.50 0.80 42.30 1.20 0.00 43.10 0.40 221.313 30.86 0.0810 81.01 8.10 0.014 4.38 550.41 0.402 0.941 0.441 4.12 0.176 0.055 0.530 2.32

COLL 14

Dn N°rg C tn P A Cgs C A Cgi P A rad P D Cgs C D Cgi P D rad Q L tr Pente P Pente% Coéf Vps Qps Q/Qps RV RH V h Qps/10 RV Qps/10 Vauto

0.80 63 43.50 0.00 2.20 40.50 3.00

0.80 68 41.00 0.80 39.40 1.60 1.10 39.10 1.90 840.277 23.00 0.0478 47.83 4.78 0.014 5.34 2,685.31 0.313 0.969 0.452 5.18 0.362 0.269 0.775 4.14

0.80 69 39.50 0.80 37.90 1.60 3.80 34.90 4.60 840.277 25.63 0.0468 46.82 4.68 0.014 5.29 2,656.92 0.316 0.969 0.452 5.12 0.362 0.266 0.775 4.10

0.80 70 34.50 0.80 32.90 1.60 0.80 32.90 1.60 840.277 33.06 0.0605 60.50 6.05 0.014 6.01 3,020.13 0.278 0.91 0.410 5.47 0.328 0.302 0.820 4.93

0.80 71 33.90 0.80 32.30 1.60 2.50 30.60 3.30 840.277 44.55 0.0135 13.47 1.35 0.014 2.83 1,425.00 0.590 1.054 0.575 2.99 0.460 0.142 0.700 1.98

0.80 72 31.35 0.80 29.75 1.60 0.80 29.75 1.60 840.277 31.77 0.0268 26.75 2.68 0.014 4.00 2,008.46 0.418 0.955 0.457 3.82 0.366 0.201 0.780 3.12

0.80 73 31.30 1.00 29.50 1.80 0.80 29.70 1.60 840.277 26.38 0.0095 9.48 0.95 0.014 2.38 1,195.35 0.703 1.14 0.778 2.71 0.622 0.120 0.620 1.47

0.80 74 31.00 0.80 29.40 1.60 0.80 29.40 1.60 840.277 19.69 0.0152 15.24 1.52 0.014 3.02 1,515.65 0.554 1.13 0.725 3.41 0.580 0.152 0.640 1.93

0.80 75 31.26 1.30 29.16 2.10 1.30 29.16 2.10 840.277 46.07 0.0052 5.21 0.52 0.014 1.76 886.25 0.948 1.14 0.795 2.01 0.636 0.089 0.610 1.08

0.80 76 31.25 1.55 28.90 2.35 1.55 28.90 2.35 840.277 44.50 0.0058 5.84 0.58 0.014 1.87 938.57 0.895 1.14 0.770 2.13 0.616 0.094 0.580 1.08

0.80 DVO 30.90 1.45 28.65 2.25 1.45 28.65 2.25 840.277 12.47 0.0200 20.05 2.00 0.014 3.46 1,738.60 0.483 1.086 0.630 3.76 0.504 0.174 0.565 1.95

0.80 Rejet 30.00 0.80 28.40 1.60 0.80 28.40 1.60 833.332 19.90 0.0126 12.56 1.26 0.014 2.74 1,376.28 0.605 1.055 0.570 2.89 0.456 0.138 0.790 2.16

0.30 Racc 30.50 1.60 28.60 1.90 1.60 28.60 1.90 20.835 14.52 0.0034 3.44 0.34 0.014 0.75 52.69 0.395 0.95 0.450 0.71 0.135 0.005 0.350 0.26

Page 15: Calcul Assainissement

0.3

19.06

0.26978061

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Données de debitsDebit eaux pluviales Qep 833.3320000000Debit eaux usées Qeu 6.9450000000Debit total Qt 840.2770000000Debit raccordement reseau Qrr 20.8350000000Debit rejet Qr 819.4420000000

Données Conduite d'arrivéeDiametre Dna 0.8000000000Pente Ia 0.0181000000Debit total Qt 840.2770000000Rapport des hauteurs h/Dna 0.6300000000hauteur remplissage ha 0.5040000000

Données Conduite de departDiametre Dnd 0.3000000000Pente Id 0.0126000000Debit total Qrr 20.8350000000Rapport des hauteurs h/Dnd 0.9500000000hauteur remplissage hd 0.1350000000

Calcul du deversoirCoefficient de debit (déversoir type creager) m 0.3800000000Charge sur le déversoir hd 0.1845000000Largeur du déversoir Ld 6.30

Longeur du déversoir 6.30Hauteur du deversoir 0.23

Page 23: Calcul Assainissement

16,221.60 5,022.0016,221.60 27,066.00

3,428.961,320.30

16,221.6034,332.4019,072.2511,158.21 q17,165.02 qps

656.00 q/qps19,072.25 rv

154,870.19 32,088.00 122,782.19 rh113086.35

9,695.84

Page 24: Calcul Assainissement

0.192182.05406

0.001054630.2336851