Question 1 If the waste with BOD4-30 equal 150 mg/l and K1-20 0.23/day is discharge to a stream At an average temperature 30 C.0 = 1.047 A. compute the BOD would de exerted in 5 days at temperature 20 and 30 C (BODS-30, BODS-10). 8. compute the organic loading in (kg/day) for BOD 5-20 lf the flow rate 35 m3/1 Question 2 if the waste with ultimate BOD, equal 190 mg/L and K 1-20 0.23/day is discharge to a stream at an average temperature 25°C. a. compute the BOD would be exerted In 3 and 5 days at temperature 20 and 25° C, (BOD3-20), BOD 5-20, (BOD 3-25 ), BOD -25 ? b.compute the organic loading in (kg/day) for BOD 5-20 If the flow rate 50 m3/h? Question 3 بحبواب uses a single stage rock-media trickling filter for Secondary treatment, A wastewater treatment plant flow rate 2000m3/day concentration of BOD in raw sewage = 400 mg/! 30% BOD removed in primary sed. volume of filter = 169.65 m3. direct recirculation pump operates at 2.78 m3/min to the filter fined the efficiency of T.F and the total efficiency?

Solid Waste Engineering
3rd Edition
ISBN:9781305635203
Author:Worrell, William A.
Publisher:Worrell, William A.
Chapter2: Municipal Solid Waste Characteristics And Quantities
Section: Chapter Questions
Problem 2.14P
Question
Question 1
If the waste with BOD4-30 equal 150 mg/l and K1-20 0.23/day is discharge to a
stream
At an average temperature 30 C.0 = 1.047
A. compute the BOD would de exerted in 5 days at temperature 20 and 30 C (BODS-30,
BODS-10).
8. compute the organic loading in (kg/day) for BOD 5-20 lf the flow rate 35 m3/1
Question 2
if the waste with ultimate BOD, equal 190 mg/L and K 1-20 0.23/day
is discharge to a stream at an average temperature 25°C.
a. compute the BOD would be exerted In 3 and 5 days at temperature 20
and 25° C, (BOD3-20), BOD 5-20, (BOD 3-25 ), BOD -25 ?
b.compute the organic loading in (kg/day) for BOD 5-20 If the flow rate
50 m3/h?
Question 3
بحبواب
uses a single stage rock-media trickling filter for Secondary treatment, A wastewater
treatment plant
flow rate 2000m3/day
concentration of BOD in raw sewage = 400 mg/!
30% BOD removed in primary sed.
volume of filter = 169.65 m3.
direct recirculation pump operates at 2.78 m3/min to the filter
fined the efficiency of T.F and the total efficiency?
Transcribed Image Text:Question 1 If the waste with BOD4-30 equal 150 mg/l and K1-20 0.23/day is discharge to a stream At an average temperature 30 C.0 = 1.047 A. compute the BOD would de exerted in 5 days at temperature 20 and 30 C (BODS-30, BODS-10). 8. compute the organic loading in (kg/day) for BOD 5-20 lf the flow rate 35 m3/1 Question 2 if the waste with ultimate BOD, equal 190 mg/L and K 1-20 0.23/day is discharge to a stream at an average temperature 25°C. a. compute the BOD would be exerted In 3 and 5 days at temperature 20 and 25° C, (BOD3-20), BOD 5-20, (BOD 3-25 ), BOD -25 ? b.compute the organic loading in (kg/day) for BOD 5-20 If the flow rate 50 m3/h? Question 3 بحبواب uses a single stage rock-media trickling filter for Secondary treatment, A wastewater treatment plant flow rate 2000m3/day concentration of BOD in raw sewage = 400 mg/! 30% BOD removed in primary sed. volume of filter = 169.65 m3. direct recirculation pump operates at 2.78 m3/min to the filter fined the efficiency of T.F and the total efficiency?
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