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stormwater model output

Attached to the e-mail Further Advice response from Neil McKenzie & Assoc OPW21/0272.

Attached to the e-mail 0182 - Further Advice.eml, inside Response to Further Information Request OPW21/0272 - Unitywater letter - Correspondence from Neil McKenzie & Assoc. Re: Water Quality and Stormwater 1-6 items -32 Viewland Drive, Noosa Heads - email 1 of 2.

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[Sheet: Sheet1]
				DRAINS results prepared from Version 2022.012
				PIT / NODE DETAILS				Version 8
				Name	Max HGL	Max Pond	Max Surface	Max Pond	Min	Overflow	Constraint
						HGL	Flow Arriving	Volume	Freeboard	(cu.m/s)
							(cu.m/s)	(cu.m)	(m)
				N6415	74.680000000000007		3.2000000000000001E-2
				Pit 3B	74.67	75.25	4.7E-2	0.2	0.48	4.7E-2	Inlet Capacity
				Pit 3A	74.650000000000006	75.099999999999994	8.4000000000000005E-2	0.2	0.35	8.1000000000000003E-2	Inlet Capacity
				Pit1B	74.64	74.900000000000006	0	0	0.26	0	None
				Pit212925	73.48	73.7	0.17499999999999999	0.4	0.12		Inlet Capacity
				Pit5/1	73.27	74	0	0	0.73		None
				Pit4/1	73.040000000000006		0.313		1.96	0.14000000000000001	Inlet Capacity
				Pit3/1	72.37		0		2.33		None
				Pit1/1	60.27		0		0.48		None
				N30	59.61		0.17199999999999999
				N6417	74.849999999999994		3.1E-2
				Pit1A	74.739999999999995		0		0.21	0	None
				N7514	75.17		4.8000000000000001E-2
				Pit1	75.099999999999994	74.95	0	0	0	0	Outlet System
				Pit2B	74.86		3.3000000000000002E-2		0.04	3.3000000000000002E-2	Inlet Capacity
				Pit2A	74.849999999999994		0.05		0	8.6999999999999994E-2	Outlet System
				N193553	75.02		4.2000000000000003E-2
				Pit 2C	74.900000000000006		0		0.1	0	None
				SUB-CATCHMENT DETAILS
				Name	Max	Impervious	Pervious	Impervious	Pervious	Due to Storm
					Flow Q	Max Q	Max Q	Tc	Tc
					(cu.m/s)	(cu.m/s)	(cu.m/s)	(min)	(min)
				Cat1,4	3.2000000000000001E-2	3.2000000000000001E-2	0	5	5	1 in 2000 AEP, 5 min burst, Storm 1
				Cat 1A,4A	4.7E-2	0	4.7E-2	5	5	1 in 2000 AEP, 5 min burst, Storm 1
				Cat7	3.6999999999999998E-2	2.5000000000000001E-2	1.2E-2	5	5	1 in 2000 AEP, 5 min burst, Storm 1
				Cat10	4.3999999999999997E-2	4.3999999999999997E-2	0	5	5	1 in 2000 AEP, 5 min burst, Storm 1
				Cat183632	0.27400000000000002	0.10199999999999999	0.17199999999999999	5	12	1 in 2000 AEP, 10 min burst, Storm 7
				Cat8	0.03	2.8000000000000001E-2	3.0000000000000001E-3	5	5	1 in 2000 AEP, 5 min burst, Storm 1
				Cat11	4.8000000000000001E-2	3.2000000000000001E-2	1.4999999999999999E-2	5	5	1 in 2000 AEP, 5 min burst, Storm 1
				Cat3	3.3000000000000002E-2	2.8000000000000001E-2	4.0000000000000001E-3	5	5	1 in 2000 AEP, 5 min burst, Storm 1
				Cat5,6	1.7000000000000001E-2	1.4999999999999999E-2	2E-3	5	5	1 in 2000 AEP, 5 min burst, Storm 1
				Cat9	4.8000000000000001E-2	4.8000000000000001E-2	0	5	5	1 in 2000 AEP, 5 min burst, Storm 1
				Cat2	4.2000000000000003E-2	3.7999999999999999E-2	4.0000000000000001E-3	5	5	1 in 2000 AEP, 5 min burst, Storm 1
				PIPE DETAILS
				Name	Max Q	Max V	Max U/S	Max D/S	Due to Storm
					(cu.m/s)	(m/s)	HGL (m)	HGL (m)
				Pipe 3C	3.2000000000000001E-2	0.7	74.677000000000007	74.668000000000006	1 in 2000 AEP, 5 min burst, Storm 1
				Pipe 3B	3.2000000000000001E-2	0.69	74.659000000000006	74.647000000000006	1 in 2000 AEP, 5 min burst, Storm 1
				Pipe 3A	3.2000000000000001E-2	0.69	74.638999999999996	74.637	1 in 2000 AEP, 5 min burst, Storm 1
				Pipe 1H	0.107	0.92	74.622	74.608000000000004	1 in 2000 AEP, 5 min burst, Storm 1
				Pipe1 G	0.24199999999999999	2.06	74.057000000000002	73.912999999999997	1 in 2000 AEP, 5 min burst, Storm 1
				Pipe weir overflow	5.0000000000000001E-3	0.04	73.597999999999999	73.477000000000004	1 in 2000 AEP, 1 hour burst, Storm 5
				Pipe1F	0.17199999999999999	1.47	73.314999999999998	73.266999999999996	1 in 2000 AEP, 30 min burst, Storm 2
				Pipe 1E	0.17299999999999999	1.47	73.102000000000004	73.043000000000006	1 in 2000 AEP, 30 min burst, Storm 2
				Pipe 1D	0.29199999999999998	2.64	72.512	72.373999999999995	1 in 2000 AEP, 30 min burst, Storm 8
				Pipe1B,1C	0.29199999999999998	2.69	72.156999999999996	60.265999999999998	1 in 2000 AEP, 30 min burst, Storm 8
				Pipe1A	0.29199999999999998	3.89	59.936999999999998	59.610999999999997	1 in 2000 AEP, 30 min burst, Storm 8
				Pipe5839	0.03	6.57	74.846000000000004	74.744	1 in 2000 AEP, 5 min burst, Storm 1
				Pipe 1I	6.9000000000000006E-2	1.5	74.692999999999998	74.637	1 in 2000 AEP, 5 min burst, Storm 1
				Pipe 1K	4.8000000000000001E-2	2.57	75.173000000000002	75.099999999999994	1 in 2000 AEP, 5 min burst, Storm 1
				Pipe 1J	0.04	2.14	74.97	74.744	1 in 2000 AEP, 5 min burst, Storm 1
				Pipe 2C	2E-3	0.12	74.852999999999994	74.849999999999994	1 in 2000 AEP, 15 min burst, Storm 10
				Pipe 2B	4.2000000000000003E-2	0.59	74.849999999999994	74.906999999999996	1 in 2000 AEP, 5 min burst, Storm 1
				Pipe 2A	0.216	1.85	74.66	74.608000000000004	1 in 2000 AEP, 5 min burst, Storm 1
				Pipe176905	4.2000000000000003E-2	2.25	75.024000000000001	74.900999999999996	1 in 2000 AEP, 5 min burst, Storm 1
				Pipe 2D	4.2000000000000003E-2	0.91	74.873999999999995	74.849999999999994	1 in 2000 AEP, 5 min burst, Storm 1
				CHANNEL DETAILS
				Name	Max Q	Max V			Due to Storm
					(cu.m/s)	(m/s)
				OVERFLOW ROUTE DETAILS
				Name	Max Q U/S	Max Q D/S	Safe Q	Max D	Max DxV	Max Width	Max V	Due to Storm
				OF9	4.7E-2	4.7E-2	0.36199999999999999	6.7000000000000004E-2	0.05	2.92	0.67	1 in 2000 AEP, 5 min burst, Storm 1
				OF8	8.1000000000000003E-2	8.1000000000000003E-2	0.90800000000000003	4.5999999999999999E-2	0.03	4	0.66	1 in 2000 AEP, 5 min burst, Storm 1
				OF6	0	0	1.4790000000000001	0	0	0	0
				overflow form basin 1	6.0000000000000001E-3	6.0000000000000001E-3	1.431	1.6E-2	0.01	1.63	0.48	1 in 2000 AEP, 30 min burst, Storm 2
				weir overflow 1	0.17199999999999999	0.17199999999999999	0.627	8.2000000000000003E-2	0.12	4.05	1.41	1 in 2000 AEP, 30 min burst, Storm 2
				OF1	0.14000000000000001	0.14000000000000001	0.76	6.7000000000000004E-2	0.16	2.0099999999999998	2.42	1 in 2000 AEP, 10 min burst, Storm 7
				OF7	0	0	1.4790000000000001	0	0	0	0
				OF10	0	0	0.90800000000000003	0	0	0	0
				OF4	3.3000000000000002E-2	3.3000000000000002E-2	0.36199999999999999	0.06	0.04	2.4300000000000002	0.63	1 in 2000 AEP, 5 min burst, Storm 1
				OF3	8.6999999999999994E-2	8.6999999999999994E-2	1.4790000000000001	4.7E-2	0.03	4	0.68	1 in 2000 AEP, 30 min burst, Storm 2
				overflow from basin 2	3.0000000000000001E-3	3.0000000000000001E-3	1.431	1.2E-2	0	1.23	0.37	1 in 2000 AEP, 30 min burst, Storm 2
				OF5	0	0	1.4790000000000001	0	0	0	0
				DETENTION BASIN DETAILS
				Name	Max WL	MaxVol	Max Q	Max Q	Max Q
							Total	Low Level	High Level
				Basin 1	74.61	98.1	0.248	0.24199999999999999	6.0000000000000001E-3
				retention tank 1	73.91	43.5	0.17699999999999999	5.0000000000000001E-3	0.17199999999999999
				Basin2	74.91	17.399999999999999	0.219	0.216	3.0000000000000001E-3
				Run Log for Noosa Youngcare drain model new 16 run at 16:50:22 on 29/3/2022 using version 2022.012
				Upwelling occurred at: Pit2A
				Freeboard was less than 0.15m at Pit212925, Pit 2C, Pit2B, Pit1
				Flows were safe in all overflow routes.
[Sheet: Sheet2]
[Sheet: Sheet3]
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