{UTF-8}
********************************************************
	.temp000
********************************************************~
		Simulation: Peter Bützer
	|

********************************************************
	.Klaeranlage
********************************************************~
		Trapp Stefan, Matthies Michael, Dynamik von Schadstoffen - \
		Umweltmodellierung mit ChemoS, Springer Verlag Berlin, 1996, S. 80-81
	|

Abbau=
	Lambda*Masse Kläranlage
	~	kg/Second [0,?]
	~	Abbau des Schadstoffs
	|

Abfluss=
	Qin*Cw
	~	kg/Second [0,?]
	~	Abfluss aus der Kläranlage (Annahme: Zufluss = Abfluss)
	|

Ausgasung=
	Qa*Cw*Kaw
	~	kg/Second [0,?]
	~	Ausgasung des Schadstoffs mit der Belüftung
	|

Cin=
	1e-009
	~	kg/m3 [0,?]
	~	Konzentration an abbaubarem Schadstoff
	|

Ctot=
	Masse Kläranlage/Vtot
	~	kg/m3 [0,?]
	~	Totale Konzentration der Schadstoffe in der Kläranlage
	|

Cw=
	Masse Kläranlage/(Vw*(1+X*Kd))
	~	kg/m3 [0,?]
	~	Konzentration der gelösten Schadstoffe im Wasser
	|

Kaw=
	0.1
	~	Dmnl [0,100]
	~	Henry-Konstante
	|

Kd=
	10^(logKow)
	~	Dmnl [0,?]
	~		|

Lambda=
	1.157e-006
	~	1/Second [0,0.0004]
	~	Abbaukonstante
	|

logKow=
	3.4
	~	Dmnl [-10,15]
	~	log Verteilungskoeffizient Konzentration Octanol/Wasser
	|

Masse Kläranlage= INTEG (
	+Zufluss-Abbau-Abfluss-Ausgasung-Sedimentation,
		0)
	~	kg [0,?]
	~	Toilettenzusatzstoff Dichlorbenzol: logKow= 3.4; Kaw=0.1; Lambda= 0.1 d-1= \
		1.157e-6 s-1; Cin=1 mikrog/l = 1 mg/m3= 1e-6 kg/m3, Klärbecken: 10 x 10 x \
		2 m, Belüftung 0.1 m3/s, Klärschlamm 10 kg/m3
	|

Qa=
	0.1
	~	m3/Second [0,?]
	~	Enspricht der Belüftung des Beckens der Kläranlage
	|

Qin=
	0.01
	~	m3/Second [0,1]
	~	Zufluss
	|

Sedimentation=
	X*Qin*Kd*Cw
	~	kg/Second [0,?]
	~	Sedimentation des Schadstoffs mit dem Klärschlamm
	|

Vs=
	Vtot-Vw
	~	m3 [0,?]
	~	Schlammvolumen
	|

Vtot=
	200
	~	m3 [0,?]
	~	Totales Volumen der Kläranlage (Schlammvolumen+Wasservolumen)
	|

Vw=
	Vtot/(1+X)
	~	m3 [0,?]
	~	Volumen der gelösten Stoffe im Wasser (Wasservolumen)
	|

X=
	0.01
	~	Dmnl [0,?]
	~	X= Vs/Vw = 10/1000
	|

Zufluss=
	Qin*Cin
	~	kg/Second
	~		|

********************************************************
	.Control
********************************************************~
		Simulation Control Parameters
	|

FINAL TIME  = 100000
	~	Second
	~	The final time for the simulation.
	|

INITIAL TIME  = 0
	~	Second
	~	The initial time for the simulation.
	|

SAVEPER  = 3600
	~	Second [0,?]
	~	The frequency with which output is stored.
	|

TIME STEP  = 10
	~	Second [0,?]
	~	The time step for the simulation.
	|

\\\---/// Sketch information - do not modify anything except names
V300  Do not put anything below this section - it will be ignored
*View 1
$192-192-192,0,Times New Roman|12||0-0-0|0-0-0|0-0-255|-1--1--1|-1--1--1|120,120,100,0
10,1,Masse Kläranlage,425,245,58,33,3,131,0,0,0,0,0,0
12,2,48,235,246,10,8,0,3,0,0,-1,0,0,0
1,3,5,1,4,0,0,22,0,0,0,-1--1--1,,1|(340,246)|
1,4,5,2,100,0,0,22,0,0,0,-1--1--1,,1|(273,246)|
11,5,48,308,246,6,8,34,3,0,0,1,0,0,0
10,6,Zufluss,308,266,31,12,40,3,0,0,-1,0,0,0
12,7,48,635,246,10,8,0,3,0,0,-1,0,0,0
1,8,10,7,4,0,0,22,0,0,0,-1--1--1,,1|(591,246)|
1,9,10,1,100,0,0,22,0,0,0,-1--1--1,,1|(514,246)|
11,10,48,551,246,6,8,34,3,0,0,1,0,0,0
10,11,Abfluss,551,266,33,12,40,3,0,0,-1,0,0,0
12,12,48,426,78,10,8,0,3,0,0,-1,0,0,0
1,13,15,12,4,0,0,22,0,0,0,-1--1--1,,1|(423,120)|
1,14,15,1,100,0,0,22,0,0,0,-1--1--1,,1|(423,189)|
11,15,48,423,160,8,6,33,3,0,0,4,0,0,0
10,16,Ausgasung,475,160,44,12,40,3,0,0,-1,0,0,0
12,17,48,390,403,10,8,0,3,0,0,-1,0,0,0
1,18,20,17,4,0,0,22,0,0,0,-1--1--1,,1|(388,359)|
1,19,20,1,100,0,0,22,0,0,0,-1--1--1,,1|(388,294)|
11,20,48,388,317,8,6,33,3,0,0,4,0,0,0
10,21,Sedimentation,454,317,58,12,40,3,0,0,-1,0,0,0
12,22,48,463,455,10,8,0,3,0,0,-1,0,0,0
1,23,25,22,4,0,0,22,0,0,0,-1--1--1,,1|(458,407)|
1,24,25,1,100,0,0,22,0,0,0,-1--1--1,,1|(458,316)|
11,25,48,458,361,8,6,33,3,0,0,4,0,0,0
10,26,Abbau,494,361,28,12,40,3,0,0,-1,0,0,0
10,27,Cin,196,131,16,12,8,3,0,0,0,0,0,0
10,28,Qin,299,159,17,12,8,3,0,0,0,0,0,0
10,29,Qa,557,81,14,12,8,3,0,0,0,0,0,0
1,30,29,15,1,0,0,0,0,64,0,-1--1--1,,1|(483,90)|
10,31,Vtot,697,116,19,12,8,3,0,0,0,0,0,0
10,32,X,801,111,9,12,8,3,0,0,0,0,0,0
10,33,Kd,833,398,14,12,8,3,0,0,0,0,0,0
10,34,Lambda,549,418,34,12,8,3,0,0,0,0,0,0
1,35,27,5,1,0,0,0,0,64,0,-1--1--1,,1|(232,203)|
1,36,28,5,1,0,0,0,0,64,0,-1--1--1,,1|(320,195)|
10,37,Vw,783,256,16,12,8,3,0,0,0,0,0,0
1,38,31,37,1,0,0,0,0,64,0,-1--1--1,,1|(766,173)|
1,39,32,37,1,0,0,0,0,64,0,-1--1--1,,1|(840,194)|
10,40,Cw,618,352,16,12,8,3,0,0,0,0,0,0
1,41,37,40,1,0,0,0,0,64,0,-1--1--1,,1|(740,303)|
1,42,33,40,1,0,0,0,0,64,0,-1--1--1,,1|(740,427)|
1,43,32,40,1,0,0,0,0,64,0,-1--1--1,,1|(834,314)|
1,44,34,25,1,0,0,0,0,64,0,-1--1--1,,1|(495,411)|
1,45,1,40,1,0,0,0,0,64,0,-1--1--1,,1|(563,290)|
1,46,28,10,1,0,0,0,0,64,0,-1--1--1,,1|(517,221)|
10,47,Vs,688,216,13,12,8,3,0,0,0,0,0,0
1,48,31,47,1,0,0,0,0,64,0,-1--1--1,,1|(695,195)|
1,49,37,47,1,0,0,0,0,64,0,-1--1--1,,1|(711,235)|
10,50,Ctot,623,119,22,14,8,131,0,0,0,0,0,0
1,51,1,50,1,0,0,0,0,64,0,-1--1--1,,1|(532,188)|
1,52,31,50,1,0,0,0,0,64,0,-1--1--1,,1|(659,91)|
1,53,1,25,1,0,0,0,0,64,0,-1--1--1,,1|(501,327)|
10,54,logKow,880,277,40,15,8,131,0,0,0,0,0,0
1,55,54,33,1,0,0,0,0,64,0,-1--1--1,,1|(879,332)|
1,56,40,20,1,0,0,0,0,64,0,-1--1--1,,1|(451,382)|
1,57,32,20,1,0,0,0,0,64,0,-1--1--1,,1|(650,299)|
1,58,33,20,1,0,0,0,0,64,0,-1--1--1,,1|(586,472)|
1,59,28,20,1,0,0,0,0,64,0,-1--1--1,,1|(279,287)|
10,60,Kaw,347,90,21,12,8,3,0,0,0,0,0,0
1,61,60,15,1,0,0,0,0,64,0,-1--1--1,,1|(366,143)|
1,62,40,15,1,0,0,0,0,64,0,-1--1--1,,1|(509,120)|
1,63,40,10,1,0,0,0,0,64,0,-1--1--1,,1|(593,288)|
///---\\\
:L<%^E!@
9:Current
23:0
15:0,0,0,0,0,0
19:100,0
27:2,
34:0,
5:Abbau
24:0
25:0
26:0