SOMA DE COTAS ENTRE NÓS

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Plan1
	7089
	7073
	6847
	6497
	5146
	1000
	7185
	7067
	6968
	6603
	4943
	6939
	7832
	4758
	6765
	7042
	7160
	7733
	7913
	7167
	7124
	7020
	5355
	7889
	15395
	8515
	7362
	6985
	7355
	6153
	8059
	12215
	7197
	7750
	6200
	18043
	6346
	6357
	7307
	7864
	11351
	8380
	7260
	6832
	7623
	7431
	15412
	5754
	5770
	8161
	8391
	10978
	9668
	9729
	10843
	8655
	15095
	2587
	3501
	8213
	6910
	7270
	7258
	5883
	6439
	6014
	3702
	2321
	6360
	8384
	7760
	7428
	9082
	3782
	11055
	6889
	7314
	3196
	10024
	9364
	7025
	6756
	5217
	9436
	7263
	7244
	7702
	14078
	11182
	9224
	7313
	5755
	6424
	6026
	11665
	12001
	9081
	7453
	5885
	7267
	4407
	9528
	12632
	9116
	7126
	6561
	5946
	2295
	7088
	13335
	9114
	6856
	6402
	5473
	5085
	6281
	6664
	8830
	5068
	9537
	7538
	8724
	6196
	6479
	8030
	6870
	10228
	8705
	11699
	6942
	8211
	7117
	13384
	14570
	6906
	8267
	8328
	6988
	7413
	6732
	10849.55
Plan3
	Quantidade de Lotes	525	unidades
	Populaçao (P)	4200	pessoas
	Consumo percapta (q)	150	l/habitante
	Comprimento da rede	10849.55	metros
	K1	1.2
	K2	1.5
	Consumo médio	630000	l/dia
	Consumo máximo Diário	756000	l/dia
	Consumo máximo Horário	1134000	l/dia
	Vazão de adução (Q)	13.125	l/s
	Vazão Linear (Qlinear)	0.0012097	l/s.m
Gráfico2
Gráfico1
Plan2
	TRECHOS	NÓS	Ext. (m)	Q (l/s)	D (mm)	V (m/s)	J (m/m)	Hf (m)	CPM 	CPJ	CTM	CTJ	PRESSÃO DISP.
	Mont.	Jus.	Jus.	Marcha	Mont.	Fictícia	Mont.	Jus.
	1	33	34	* 81.51	0.0	* 0.142	* 0.142	* 0.071	50	* 0.0361	* 0.00005	* 0.0042	* 180.6979	* 180.6930	* 160.91	* 159.47	* 19.78	* 21.23
	2	33	32	* 44.37	0.0	* 0.077	* 0.077	* 0.039	50	* 0.0197	* 0.00002	* 0.0007	* 180.6979	* 180.6972	* 160.91	* 162.07	* 19.78	* 18.62
	3	33	35	* 227.73	0.0	* 0.396	* 0.396	* 0.198	50	* 0.1010	* 0.00035	* 0.0793	* 180.6979	* 180.6186	* 160.91	* 159.86	* 19.78	* 20.76
	4	28	33	* 105.08	* 0.615	* 0.183	* 0.798	* 0.706	50	* 0.3600	* 0.00366	* 0.3846	* 181.0825	* 180.6979	* 160.92	* 160.91	* 20.17	* 19.78
	5	29	30	* 96.07	0.0	* 0.167	* 0.167	* 0.084	50	* 0.0426	* 0.00007	* 0.0068	* 181.0825	* 181.0757	* 157.40	* 160.92	* 23.68	* 20.16
	6	26	29	* 103.10	* 0.399	* 0.179	* 0.578	* 0.489	50	* 0.2489	* 0.00185	* 0.1907	* 180.3063	* 180.1156	* 158.51	* 157.40	* 21.80	* 22.71
	7	29	28	* 133.45	0.0	* 0.232	* 0.232	* 0.116	50	* 0.0592	* 0.00013	* 0.0173	* 181.0825	* 181.0652	* 157.40	* 160.92	* 23.68	* 20.15
	8	28	31	* 44.82	0.0	* 0.078	* 0.078	* 0.039	50	* 0.0199	* 0.00002	* 0.0008	* 181.0660	* 181.0652	* 160.92	* 162.20	* 20.15	* 18.87
	9	24	28	* 100.66	* 0.175	* 0.876	* 0.438	50	* 0.2232	* 0.00151	* 0.1522	* 181.2182	* 181.0660	* 163.23	* 160.92	* 17.99	* 20.15
	10	24	23	* 39.56	0.0	* 0.069	* 0.069	* 0.034	50	* 0.0175	* 0.00001	* 0.0005	* 181.2182	* 181.2177	* 163.23	* 164.23	* 17.99	* 16.99
	11	26	27	* 99.06	0.0	* 0.172	* 0.172	* 0.086	50	* 0.0438	* 0.00007	* 0.0074	* 180.3063	* 180.2989	* 158.51	* 158.25	* 21.80	* 22.05
	12	25	26	* 76.00	* 0.750	* 0.132	* 0.882	* 0.816	50	* 0.4158	* 0.00478	* 0.3632	* 180.6695	* 180.3063	* 161.71	* 158.51	* 18.96	* 21.80
	13	25	20	* 72.40	0.0	* 0.126	* 0.126	* 0.063	50	* 0.0321	* 0.00004	* 0.0030	* 180.6695	* 180.6655	* 161.71	* 162.86	* 18.96	* 17.81
	14	24	25	* 69.72	* 1.008	* 0.121	* 1.129	* 1.069	50	* 0.5445	* 0.00787	* 0.5487	* 181.2182	* 180.6695	* 163.23	* 161.71	* 17.99	* 18.96
	15	19	24	* 71.41	* 2.074	* 0.124	* 2.198	* 2.136	75	* 0.4837	* 0.00393	* 0.2807	* 181.4989	* 181.2182	* 164.80	* 163.23	* 16.70	* 17.99
	16	19	20	* 64.30	0.0	* 0.112	* 0.112	* 0.056	50	* 0.0285	* 0.00003	* 0.0022	* 181.4989	* 181.4967	* 162.80	* 162.86	* 18.70	* 18.64
	17	15	19	* 36.32	* 2.310	* 0.063	* 2.372	* 2.341	75	* 0.5302	* 0.00466	* 0.1692	* 181.6681	* 181.4989	* 165.03	* 164.80	* 16.64	* 16.70
	18	21	22	* 102.85	0.0	* 0.179	* 0.179	* 0.089	50	* 0.0456	* 0.00008	* 0.0082	* 181.3867	* 181.3785	* 160.23	* 158.16	* 21.15	* 23.22
	19	21	25	* 105.18	0.0	* 0.183	* 0.183	* 0.092	50	* 0.0466	* 0.00008	* 0.0088	* 181.3867	* 181.3779	* 160.23	* 158.51	* 21.15	* 22.87
	20	18	21	* 71.60	* 0.362	* 0.125	* 0.487	* 0.425	50	* 0.2163	* 0.00143	* 0.1021	* 181.4888	* 181.3867	* 163.23	* 160.23	* 18.26	* 21.16
	21	18	20	* 37.87	0.0	* 0.066	* 0.066	* 0.033	50	* 0.0168	* 0.00001	* 0.0005	* 181.4884	* 181.4888	* 163.23	* 162.86	* 18.26	* 18.63
	22	15	18	* 64.62	* 0.553	* 0.112	* 0.665	* 0.609	50	* 0.3103	* 0.00278	* 0.1797	* 181.6681	* 181.4884	* 165.03	* 163.23	* 16.64	* 18.26
	23	15	17	* 39.72	0.0	* 0.069	* 0.069	* 0.035	50	* 0.0176	* 0.00001	* 0.0005	* 181.6681	* 181.8876	* 165.03	* 165.59	* 16.64	* 16.30
	24	11	15	* 102.30	* 3.106	* 0.178	* 3.284	* 3.195	75	* 0.7236	* 0.00829	* 0.8481	* 182.5162	* 181.6681	* 166.29	* 165.03	* 16.23	* 16.64
	25	13	14	* 251.49	0.0	* 0.438	* 0.438	* 0.219	50	* 0.1115	* 0.00042	* 0.1053	* 182.1370	* 182.0317	* 162.17	* 162.72	* 19.97	* 19.31
	26	13	21	* 103.49	0.0	* 0.180	* 0.180	* 0.090	50	* 0.0459	* 0.00008	* 0.0084	* 182.1370	* 182.1286	* 162.17	* 160.23	* 19.97	* 21.90
	27	13	8	* 106.20	0.0	* 0.185	* 0.185	* 0.092	50	* 0.0471	* 0.00008	* 0.0090	* 182.1460	* 182.1370	* 162.17	* 163.55	* 19.97	* 18.59
	28	12	13	* 92.85	* 0.483	* 0.162	* 0.645	* 0.564	50	* 0.2874	* 0.00241	* 0.2241	* 182.3701	* 182.1460	* 165.06	* 162.17	* 17.31	* 19.97
	29	11	2	* 42.60	* 0.645	* 0.074	* 0.719	* 0.682	50	* 0.3475	* 0.00343	* 0.1461	* 182.5162	* 182.3701	* 166.29	* 165.06	* 16.23	* 17.31
	30	11	16	* 166.29	0.0	* 0.289	* 0.289	* 0.145	50	* 0.0737	* 0.00019	* 0.0324	* 182.5162	* 183.4838	* 166.29	* 167.07	* 16.23	* 16.41
	31	7	11	* 105.27	* 4.292	* 0.183	* 4.475	* 4.384	100	* 0.5584	* 0.00367	* 0.3863	* 182.9025	* 182.5162	* 167.33	* 166.29	* 15.57	* 16.23
	32	8	9	* 272.19	0.0	* 0.474	* 0.474	* 0.237	50	* 0.1207	* 0.00048	* 0.1319	* 182.4570	* 182.3251	* 163.55	* 162.76	* 18.91	* 19.57
	33	10	8	* 87.90	* 0.474	* 0.153	* 0.627	* 0.551	50	* 0.2805	* 0.00231	* 0.2028	* 182.6598	* 182.4570	* 166.25	* 163.55	* 16.41	* 18.91
	34	10	12	* 106.62	0.0	* 0.186	* 0.186	* 0.093	50	* 0.0473	* 0.00009	* 0.0091	* 182.6598	* 182.6507	* 166.25	* 165.06	* 16.41	* 17.59
	35	7	10	* 46.63	* 0.813	* 0.081	* 0.894	* 0.853	50	* 0.4349	* 0.00519	* 0.2422	* 182.9020	* 182.6598	* 167.33	* 166.25	* 15.57	* 16.41
	36	7	36	* 37.15	0.0	* 0.065	* 0.065	* 0.032	50	* 0.0165	* 0.00001	* 0.0005	* 182.9025	* 182.9020	* 167.33	* 168.83	* 15.57	* 14.07
	37	1	7	* 118.14	* 5.434	* 0.206	* 5.640	* 5.537	100	* 0.7054	* 0.00565	* 0.6675	* 183.5700	* 182.9025	* 168.17	* 167.33	* 15.40	* 15.57
	38	5	6	* 128.47	0.0	* 0.224	* 0.224	* 0.112	50	* 0.0570	* 0.00012	* 0.0155	* 182.6375	* 183.6220	* 165.07	* 161.25	* 17.57	* 22.38
	39	5	8	* 112.58	0.0	* 0.196	* 0.196	* 0.098	50	* 0.0499	* 0.00009	* 0.0107	* 182.6375	* 183.6268	* 165.07	* 163.55	* 17.57	* 20.08
	40	5	3	* 267.59	0.0	* 0.466	* 0.466	* 0.233	50	* 0.1186	* 0.00047	* 0.1256	* 182.6375	* 182.5119	* 165.07	* 163.02	* 17.57	* 19.49
	41	1	5	* 133.43	* 0.886	* 0.232	* 1.118	* 1.002	50	* 0.5106	* 0.00699	* 0.9325	* 183.5700	* 182.6375	* 168.17	* 165.07	* 15.40	* 17.57
	42	3	4	* 141.99	0.0	* 0.247	* 0.247	* 0.124	50	* 0.0629	* 0.00015	* 0.0206	* 181.9962	* 181.9756	* 163.23	* 163.80	* 18.77	* 18.18
	43	2	3	* 119.25	* 0.247	* 0.208	* 0.455	* 0.351	50	* 0.1787	* 0.00100	* 0.1195	* 182.1157	* 181.9962	* 165.12	* 163.23	* 17.00	* 18.77
	44	2	38	* 61.42	0.0	* 0.107	* 0.107	* 0.053	50	* 0.0272	* 0.00003	* 0.0019	* 182.1157	* 182.1138	* 165.12	* 165.46	* 17.00	* 16.66
	45	1	2	* 299.69	* 0.562	* 0.521	* 1.083	* 0.823	50	* 0.4192	* 0.00485	* 1.4543	* 183.5700	* 182.1157	* 168.17	* 165.12	* 15.40	* 17.00
	46	37	1	* 34.14	* 7.400	* 0.059	* 7.459	* 7.430	100	* 0.9465	* 0.00973	* 0.3322	* 183.9030	* 183.5700	* 168.17	* 168.90	* 15.73	* 14.67
	DADOS DE PROJETO
	L Total =	* 4,258.61	m
	População de Projeto =	* 2,369.00	Hab.
	Consumo percapita =	* 150.00	L/hab.dia
	Coef. K1=	* 1.20	-	Calculo do reservatorio
	Coef. K2=	* 1.50	-	Consumo diário	Cd	85,280	litros/dia
Pop proj x q
	Coeficiente C do material =	* 140.00	-	85.28	m³/dia
	Consumo médio =	* 355,350.00	L/dia	Coeficiente do dia de maior consumo	K1	1.20
	Consumo médio diario =	* 426,420.00	L/dia	Capacidade de reservação do Consumo diário	CRCd	8	part consumo
	Consumo máximo horario =	* 7.40	L/s	Volume de reservação	Vol	85280.00	litros	Cd x K1 x CRCd
	Vazão de Consumo Linear=	* 0.001740000	L/s.m	Volume adotado	Vol Ado	10,100	litros	Valor adotado
	Cota do Reservatório=	* 168.17	m	10100	m³
	Nível da água no Reserv.=	* 183.90	m
	https://issuu.com/gersonborges6/docs/redes_de_distribuicao_-_capitulo_9
	Dimensionamento do reservatorio - Tipo Circular
	Vol. Reservatorio = 	* 85.28	m³	1/5 de CD
	Altura	* 6.00	m³
	0.00
	10,100
	34
	19
	0
	0.000
	130	136
	8
	150