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Algorithms VI · software · environmental audit and risk

                               

2.3 Near mixing zone and distant mixing zone

 

We need to know the place where the plume centerline crosses the water surface or picnocline layer. To calculate this point we will use Ua and the vertical velocity 

Multiport diffuser.- W=1,66(g’q)1/3 being W the vertical velocity of the effluent (m/s).

 

Separated ports.- W=6,3(g’Qb/H)1/3 .

 

Single port.- W=6,3(g’Q/H)1/3.

 

In the last two cases, H will be replaced by ymax when the water is stratified. The point localization with regard to the place where the plume centerline crosses the surface, gives us the near and distant mixing zone definitions.

 

2.4 Concentration calculation

 

The concentration value in a plume point is determined by the X,Y,Z coordinates and is given by the equation:

 

C(X,Y,Z)=(C0/S) F0(t)F1(t)F2(Y,t)F3(Z,t)

C0=pollutant concentration in the effluent

S=initial dilution

 

being t=X/Ua. F0(t) takes into account non-conservative pollutants and is equal to:

 

F0(t)=10-t/T90    (**)

    

The F0, F1, F2 and F3 functions depend on being in near or distant mixing zone.

 

(a) Near mixing zone:

In such a case, the equations are

 

F1(t)=1

F2(Y,t)=(1/2)[erf[(B/2+Y)/(σy21/2)]+ erf[(B/2-Y)/(σy21/2)]]

F3(Z,t)=(1/2)[erf[(e+Z)/(σz21/2)]+ erf[(e-Z)/(σz21/2)]]

 

being σy=(2Kyt)1/2 and σz=(2Kzt)1/2. The program calculats erf function by numerical integration. The the precision of integration method depends on the parameter N_int. Increasing N_int value, we increase the numeric convergence but we will need more time of calculation. We should look for an optimized value of N_int.

 

(**) Important note for DESCAR 3.2 (or lower versions):

In the approved model, T90 is un hours (this is used by the program). However, and in equation F0(t)=10-t/T90  of the approved model(1), time must be in seconds . Following criteria of mathematical coherence and results T90 must be expressed in seconds (multiply by 3600 seconds in one hour). At this point, the user can work following two different ways: using the approved model as is or rectify in the T90 input data. For example, for a T90=2 hours value, the user can introduce as input data:

(a) Following the approved model:

1/T90=0.5 hours-1 as input data. Then, write 0.5 in the window textbox for a T90=2 hours value .

(b) Following criteria of mathematical coherence and results:

1/T90=1/(2 x 3600)=0,000278 as input data. Then, write 0,000278 in the window textbox for a T90=2 hours value.

(1) Orden del 13 de Julio de 1993 del Ministerio de Obras Públicas y Transportes del Reino de ESPAÑA, B.O.E. Martes 27 de Julio de 1993, página 22861.

 

 

environmental audit and risk

DESCAR software solutions: This application has been used in great number of environmental reports, courses and water pollution studies in the last years. We currently have users in more than 10 countries. Water pollution reports:

Lincolnshire  - importance of environmental audit - environment auditing -

Norfolk  -  environmental risk analyst - environment agency flood risk assessment - guidelines for environmental risk assessment and management -

Cornualles  - environmental audit - environmental auditing - environmental audit guide -

Somerset   - environmental audit checklist -

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Armagh - environment risk management - environment risk assessment - environmental risk managment -

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Carlisle -  source of water pollution - surface water pollution - air water pollution -

Chester -  point source water pollution - pollution in the water - water pollution control authority -

Canterbury -  water pollution effect - water pollution  - control of water pollution - water pollution  - water pollution solution -

Cardiff -  water pollution kids - facts about water pollution - articles on water pollution -

Chichester -  water pollution sources - water air soil pollution - water pollution images -

City of London -  water pollution  - information on water pollution - how to stop water pollution -

Derry -  northern outfall - outfall construction - effluent outfall -

Dundee -  outfall pipes - storm water outfall - wastewater outfall -

Coventry -  river water pollution - solutions to water pollution -

Derby -  ways to prevent water pollution - definition of water pollution -

Durham - outfall diffuser - outfall definition - drainage outfall -

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Exeter -  sewer outfall - stormwater outfall - outfall pipe -

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Wolverhampton - causes and effects of water pollution - waste water pollution - ocean water pollution -

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East Sussex  - sewerage outfall - outfall protection - combined sewer outfall - outfall tunnel - storm sewer outfall -

York - define water pollution - chemical water pollution - images of water pollution - consequences of water pollution -

 Warwickshire  - surface water outfall - definition of outfall - deep ocean outfall -

Leicestershire  - water pollution control federation - fresh water pollution -

West Sussex  - water pollution ppt - cause water pollution -