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

Annexe II.3-a : L'état des noeuds-simulation (1) 2047 (à 06h00)

98

Noeud N20		435		0.71		44.08
Noeud N21		433		0.93		44.67
Noeud N22		432		1.02		45.92
Noeud N23		430		1		44.85
Noeud N24		421		0.93		54.1
Noeud N25		423		0.75		53.8
Noeud N26		426		0.39		50.79
Noeud N27		428		2.1		48.47
Noeud N28		428		0.44		49.29
Noeud N29		431		0.7		46.34
Noeud N30		422		1.08		54.26
Noeud N31		419		1.11		56.38
Noeud N51		386		0.43		87.55
Noeud N52		377		0.11		96.54
Noeud N53		421		0.88		54.14
Noeud N54		417		0.85		58.34
Noeud N55		453		0.89		25.5
Noeud N56		388		2.08		84.59
Noeud N57		406		1.59		68.74
Noeud N58		441		0.74		33.94
Noeud N59		389		0.37		86.06
Noeud N60		437		2.31		42.06
Noeud N61		468		0		12.47
Bâche 1		480.5		-50.2		0
ID Arc	Débit (LPS)		Vitesse (m/s)
Tuyau C1	0.20		0.04
Tuyau	1.26		0.16
Tuyau C3	0.69		0.09
Tuyau C4	1.43		0.32
Tuyau C5	1.63		0.21
Tuyau C6	3.38		0.43
Tuyau C7	15.44		0.49
Tuyau C8	0.58		0.13
Tuyau C9	1.79		0.23
Tuyau C10	19.17		0.61
Tuyau C11	1.97		0.25
Tuyau C13	0.50		0.11
Tuyau C14	14.27		0.45
Tuyau C15	0.67		0.15
Tuyau C16	31.04		0.99
Tuyau C17	15.58		0.5
Tuyau C18	29.91		0.95
Tuyau C19	3.15		0.4
Tuyau 0	0.04		0.01
Tuyau 1	12.21		0.39
Tuyau 2	1.76		0.22
Tuyau 3	14.37		0.46
Tuyau 4	26.03		0.83
Tuyau 5	13.42		0.43
Tuyau 6	1.26		0.28
Tuyau 7	0.16		0.04
Tuyau 8	0.72		0.16
ID Arc	Débit (LPS)		Vitesse (m/s)
Tuyau C38	0.63		0.14
Tuyau C39	1.00		0.23
Tuyau C40	2.68		0.61
Tuyau C41	2.79		0.63
Tuyau C42	0.39		0.09
Tuyau C43	17.13		0.55
Tuyau C44	0.76		0.17
Tuyau C45	2.10		0.48
Tuyau C46	5.86		0.75
Tuyau C47	6.04		0.77
Tuyau C48	2.91		0.37
Tuyau C49	1.15		0.15
Tuyau C50	0.12		0.12
Tuyau C51	0.36		0.36
Tuyau C52	0.90		0.9
Tuyau C53	0.49		0.49
Tuyau C54	1.35		1.35
Tuyau C55	0.26		0.26
Tuyau C56	0.34		0.34
Tuyau C57	0.29		0.29
Tuyau C58	0.47		0.47
Tuyau C59	0.63		0.63
Tuyau C60	0.96		0.96
Tuyau C61	0.22		0.22
Tuyau 62	0.02		0.02
Tuyau C63	0.10		0.1
Tuyau C64	0.25		0.25

EDIDI HERVE mémoire de fin d'études UNIKIN 2015-2016

Annexe II.3-b : L'état des conduites-simulation (1) 2047 ( à 06h00)

99

Tuyau 9	0.49				0.11
Tuyau C30	0.89				0.2
Tuyau C31	2.02				0.26
Tuyau C32	2.03				0.26
Tuyau C33	2.72				0.35
Tuyau C34	16.03				0.51
Tuyau C35	20.98				0.67
Tuyau C36	0.74				0.17
Tuyau C37	3.93				0.89
Tuyau C65	0.68				0.68
Tuyau C66	0.29				0.29
Tuyau C67	0.17				0.17
Tuyau C68	0.27				0.27
Tuyau C69	0.15				0.15
Tuyau C70	0.24				0.24
Tuyau C71	0.12				0.12
Tuyau C72	0.08				0.08
Tuyau C73	0.16				0.16
Tuyau C12	1.02				1.02
CONDUITE				L (m)			DN (mm)
6				94			50
7				210			50
8				254			50
9				86			50
C30				250			50
C31				43			75
C32				93			75
C33				696			75
C34				198			150
C35				363			150
C36				312			50
C37				103			50
C38				789			50
C39				291			50
C40				8			50
C41				292			50
C42				71			50
C43				233			150
C44				113			50
C45				244			50
C46				192			75
C47				149			75
C48				117			75
C49				295			75
C50				595			50
CONDUITE		L (m)	DN (mm)
C51		400	50
C52		40	50
C53		398	50
C54		66	50
C55		462	150
C56		70	150
C57		667	50
C58		385	50
C59		250	50
C60		96	50
C61		273	50
C62		165	50
C63		133	50
C64		430	50
C65		544	50
C66		646	50
C67		990	75
C68		906	150
C69		66	150
C70		62	150
C71		260	50
C72		214	50
C73		195	50

EDIDI HERVE mémoire de fin d'études UNIKIN 2015-2016