Type	Method
HD	Fully Dynamic
Rainfall Runoff	Time Area

C:\Users\kast\Documents\MUP\Schnelleinstieg

File name	Last modified	Directory
mu19_CS_NZ.mupp	01.08.2019 12:45:58	.

File name	Last modified	Directory
mu19_CS_NZ_2BaseDefault_Surface_runoff.res1d	01.08.2019 14:31:30	.
mu19_CS_NZ_2BaseDefault_Network_HD.res1d	01.08.2019 14:31:30	.

Simulation start date	Simulation end date	Duration of simulation [dd.HH:mm:ss]
16.05.1953 18:00:00	16.05.1953 22:00:00	00.04:00:00

Time step type	Minimum time step [sec]	Maximum time step [sec]	Save time step [HH:mm:ss]
Fixed	10	10	00:01:00

Simulation start date	Simulation end date	Duration of simulation [dd.HH:mm:ss]
01.08.2019 14:31:30	01.08.2019 14:31:30	00.00:00:00

	Volume [m^3]
(1) Start volume in reaches, manholes, and structures	0,273
(2) End volume in reaches, manholes, and structures	0,416
(3) Total inflow	2.278,2
- Internal nodes	2.278,2
(4) Total outflow	2.247,0
- Water Level boundaries	2.247,0
(5) Water generated in empty parts of the system	0,104

(2-1) - (3-4+5)	[m^3]	% of total inflow	Time of maximum
At end of simulation	-31,18	-1,4
Maximum deviation from 0	-41,70	-1,8	16.05.1953 18:27:10

	Volume [m^3]
(1) Start volume	0,000
(2) Total inflow	5.204,8
- Net rainfall	5.204,8
- Added inflow	0,000
(3) Total loss	2.822,6
(4) Runoff discharge	2.278,2
Catchment Discharge	0,000
(5) End volume	104,1

(1+2) - (3+4+5) [m^3]	% of total inflow
0,000	0,0

Note: Total loss includes infiltration and evaporation.

Type
Rainfall

Reach ID	From Node	To Node	Qf [m^3/s]	Maximum water level [m]	Maximum discharge [m^3/s]	Max depth / diameter	Max discharge / Qf	Total discharge [m^3]	Time of max water level	Time of max discharge
Link_1	Schacht_1	Schacht_4	0,057	6,10	0,13	11,15	2,32	358,8	16.05.1953 18:42:00	16.05.1953 18:18:40
Link_10	Schacht_8	Auslauf	0,424	2,11	0,86	1,94	2,04	2.248,6	16.05.1953 18:27:00	16.05.1953 18:27:00
Link_2	Schacht_4	Schacht_7	0,084	4,74	0,28	7,59	3,37	997,5	16.05.1953 18:28:10	16.05.1953 18:46:30
Link_3	Schacht_7	Schacht_8	0,559	3,46	0,74	2,79	1,32	2.067,7	16.05.1953 18:27:00	16.05.1953 18:22:10
Link_4	Schacht_3	Schacht_6	0,050	4,85	0,09	10,33	1,77	197,7	16.05.1953 18:32:00	16.05.1953 18:19:10
Link_6	Schacht_6	Schacht_7	0,079	4,73	0,24	7,44	2,99	789,4	16.05.1953 18:28:20	16.05.1953 18:19:30
Link_7	Schacht_2	Schacht_5	0,057	5,14	0,10	10,96	1,81	289,7	16.05.1953 18:36:10	16.05.1953 19:40:00
Link_8	Schacht_5	Schacht_4	0,037	5,13	0,11	10,94	3,03	315,7	16.05.1953 18:35:40	16.05.1953 18:53:40
Link_9	Schacht_5	Schacht_6	0,026	5,13	0,11	10,93	4,02	328,4	16.05.1953 18:35:00	16.05.1953 18:19:20

Catchment ID	Minimum [m^3/s]	Maximum [m^3/s]	Time of minimum	Time of maximum	Accumulated flow [m^3]
Catchment_69	0,00000	0,2038	16.05.1953 18:01:00	16.05.1953 18:27:00	185,8
Catchment_70	0,00000	0,3142	16.05.1953 18:01:00	16.05.1953 18:27:00	286,5
Catchment_71	0,00000	0,3615	16.05.1953 18:01:00	16.05.1953 18:27:00	329,6
Catchment_72	0,00000	0,3937	16.05.1953 18:01:00	16.05.1953 18:27:00	358,9
Catchment_73	0,00000	0,3950	16.05.1953 18:01:00	16.05.1953 18:27:00	360,2
Catchment_74	0,00000	0,3194	16.05.1953 18:01:00	16.05.1953 18:27:00	291,2
Catchment_75	0,00000	0,2933	16.05.1953 18:01:00	16.05.1953 18:27:00	267,4
Catchment_76	0,00000	0,2178	16.05.1953 18:01:00	16.05.1953 18:27:00	198,6
Total runoff					2.278,2

Catchment ID	Start volume (1) [m^3]	Total inflow (2) [m^3]	Total losses (3) [m^3]	Total runoff (4) [m^3]	End volume (5) [m^3]	Balance [m^3]	% of total inflow
Catchment_69	0,000	424,5	230,2	185,8	8,489	0,000	0,0
Catchment_70	0,000	654,4	354,9	286,5	13,09	0,000	0,0
Catchment_71	0,000	753,0	408,3	329,6	15,06	0,000	0,0
Catchment_72	0,000	820,1	444,7	358,9	16,40	0,000	0,0
Catchment_73	0,000	822,9	446,2	360,2	16,46	0,000	0,0
Catchment_74	0,000	665,4	360,8	291,2	13,31	0,000	0,0
Catchment_75	0,000	610,9	331,3	267,4	12,22	0,000	0,0
Catchment_76	0,000	453,8	246,1	198,6	9,075	0,000	0,0
Total	0,000	5.204,8	2.822,6	2.278,2	104,1	0,000	0,0

Note: Balance is (1+2)-(3+4+5)

Note: Losses include infiltration and evaporation