Memoire Online - Proposition d'un système d'alimentation en eau potable d'une agglomération péri-urbaine

ID Arc		L (m)		D (mm)		CHW	Débit (LPS)	Vitesse (m/s)	Pert.Charge (m/km)
Tuyau T36		8		250		140	27.78	0.57	8.4
Tuyau T35		37		250		150	27.78	0.57	2.66
Tuyau T34		319		250		150	27.78	0.57	1.32
Tuyau T33		40		250		150	27.78	0.57	2.55
Tuyau T32		46		250		150	27.78	0.57	2.36
Tuyau T31		24		250		150	27.78	0.57	3.5
Tuyau T30		113		250		150	27.78	0.57	1.62
Tuyau T29		51		250		150	27.78	0.57	2.24
Tuyau T28		297		250		150	27.78	0.57	1.34
Tuyau T27		24		250		150	27.78	0.57	3.5
Tuyau T26		249		250		150	27.78	0.57	1.41
Tuyau T25		67		250		150	27.78	0.57	2.09
Tuyau T24		43		250		150	27.78	0.57	2.64
Tuyau T23		138		250		150	27.78	0.57	1.47
Tuyau T22		113		250		150	27.78	0.57	1.7
Tuyau T21		42		250		150	27.78	0.57	2.67
Tuyau T20		70		250		150	27.78	0.57	2.05
Tuyau T19		90		250		150	27.78	0.57	1.84
Tuyau T18		45		250		150	27.78	0.57	2.57
Tuyau T17		83		250		150	27.78	0.57	1.9
Tuyau T16		132		250		150	20.83	0.42	0.93
Tuyau T15		133		250		150	20.83	0.42	0.93
Tuyau T14		53		250		150	20.83	0.42	1.35
Tuyau T13		146		100		140	6.95	0.88	9.56
Tuyau T12		3		100		140	6.95	0.88	141.4
Tuyau T11		58		100		140	6.97	0.89	11.28
Tuyau T10		3		100		140	6.97	0.89	142.19
Tuyau T9		121		100		140	6.93	0.88	9.74
ID Noeud	Altitude (m)		Demande (LPS)		Pression (m)
Noeud N1	464		0.2		16.26
Noeud N2	461		0.37		19.27
Noeud N3	467		0.37		13.3
Noeud N4	457		0.33		23.24
Noeud N5	467		0.33		13.4
Noeud N6	456		0.4		24.11
Noeud N7	463		0.59		17.13
Noeud N8	463		0.34		17.41
Noeud N9	469		0.65		10.89
Noeud N10	466		0.46		14.27
Noeud N11	468		0.67		12.12
Noeud N12	468		1.25		11.55
Noeud N13	466		0.73		13.82
Noeud N14	463		1.35		16.55
Noeud N15	464		1.46		15.33
Noeud N16	449		1.43		29.67
Noeud N17	459		0.38		20.2
Noeud N18	457		0.16		22.2
Noeud N19	439		0.71		40.1
ID Noeud	Altitude (m)		Demande (LPS)		Pression (m)
Noeud N32	411		0.99		64.2
Noeud N33	424		1.15		51.12
Noeud N34	394		0.37		81.54
Noeud N35	395		0.81		82.13
Noeud N36	381		0		92.85
Noeud N37	361		2.17		111.43
Noeud N38	400		0.76		75.18
Noeud N39	413		1.27		64.85
Noeud N40	407		0.5		71.93
Noeud N41	424		1.64		54.71
Noeud N42	418		1.13		60.69
Noeud N43	410		1.31		68.68
Noeud N44	428		0.55		50.61
Noeud N45	432		0.33		46.67
Noeud N46	431		0.69		47.63
Noeud N47	448		0.69		29.75
Noeud N48	407		1.08		66.35
Noeud N49	395		0.72		78.77
Noeud N50	383		0.43		90.52

Tuyau T8	3	100	140	6.93	0.88	140.67
Tuyau T7	89	100	140	6.93	0.88	10.21
Tuyau T6	3	100	140	6.93	0.88	140.62
Tuyau T5	93	250	150	20.83	0.42	1.05
Tuyau T4	48	250	150	13.86	0.28	0.65
Tuyau T3	59	250	150	13.86	0.28	0.58
Tuyau T2	96	250	150	13.86	0.28	0.48
Tuyau T1	128	150	150	6.93	0.39	1.27
Tuyau Ta	58	100	140	6.93	0.88	42.61
Tuyau Tb	44	100	140	6.93	0.88	53.51
Tuyau Tc	59	100	140	6.97	0.89	42.5
Tuyau Td	56	100	140	6.95	0.88	44.07
Pompe P1	Sans Valeur	Sans Valeur	Sans Valeur	6.93	0	-160.13
Pompe P2	Sans Valeur	Sans Valeur	Sans Valeur	6.93	0	-160.12
Pompe P3	Sans Valeur	Sans Valeur	Sans Valeur	6.97	0	-159.65
Pompe P4	Sans Valeur	Sans Valeur	Sans Valeur	6.95	0	-159.93

Proposition d'un système d'alimentation en eau potable d'une agglomération péri-urbaine

Annexe II.2 : L'état des conduites de refoulement