Question

Environmental Engineering

1. Let's do a re-mix of Problem 1 from HW2. The figure from HW2 was:

Given:

--The stream of interest has a flow rate of

a_{s}=15 \mathrm{~m}^{3} / \mathrm{s}

--The temperature of the stream T, is 15 °C.

--A heat waste discharge flow of

carrying a temperature of

a_{w}=0.5 \mathrm{~m}^{3} / \mathrm{s}

T_{w}=35^{\circ} \mathrm{C}

Is instantaneously mixed in the stream.

Using the same general approach as in HW2 problem 1, but for enthalpy concentration, what is the temperature after mixing?

Verified

### Question 39967

Environmental Engineering

\mathrm{NH}_{4}^{+}+2 \mathrm{O}_{2} \longrightarrow \mathrm{NO}_{3}^{-}+2 \mathrm{H}^{+}+\mathrm{H}_{2} \mathrm{O}
How many kg of oxygen is required for the complete conversion of 49 kg ofammonia (NH4-N) to nitrate (NO3 -N)? Remember that NH4-N is measured"as N", so you can assume 14 g NH4-N per mole of NH4*.

### Question 39965

Environmental Engineering

What is the pH required to decrease the manganeseconcentration in a water supply to 0.01 mg/L if themanganese is in the Mn2+ form?
\mathrm{Mn}(\mathrm{OH})_{2(s)} \leftrightharpoons \mathrm{Mn}^{2+}+2 \mathrm{OH}^{-}
K_{s p}=5 \times 10^{-15}
8.7
6.4
3.8
10.2

### Question 39964

Environmental Engineering

\text { What is the equivalent weight of } \mathrm{CaCO}_{3} \text { ? }
50 g/eq
O 20 g/eq
O 100 g/eq
O 12.2 g/eq

### Question 39963

Environmental Engineering

Estimate the total weight of sludge in a 200 m anaerobic digester at 45°C with a total solids concentration of 2.0%.Assume a density of 990 kg/m for water, and a specific gravity of 1.25 for the solids portion of the sludge.
194,040 kg
198,000 kg
O 198,827 kg
250,000 kg

### Question 39962

Environmental Engineering

Circle any statement(s) that are true. You may select more thanone.
Reaction rate coefficients derived from batch reactor experiments can be applied to any flow-through reactor
If the objective is to allow a chemical reaction to proceed, then plug flow reactors are more efficient than complete mix reactors
A tracer test can be used to determine the hydraulic residence time
If the objective is to allow a chemical reaction to proceed, then-complete mix reactors are more efficient than plug flow reactors

### Question 39961

Environmental Engineering

If 160 mg of NaOH are added to 1 m of water with no alkalinity and a starting pH of 7, what would be the approximate final pH?
O 5.4
D 8.6
O 2.4
O 11.6

### Question 39960

Environmental Engineering

Considering the redox reactions shown below, which are carried out by Nitrosomonas and Nitrobacter bacteria,respectively, how many moles of O2 are required to completely nitrify one mole of NH4* to NO3?
2 \mathrm{NH}_{4}^{+}+3 \mathrm{O}_{2} \rightarrow 2 \mathrm{NO}_{2}^{-}+4 \mathrm{H}^{+}+2 \mathrm{H}_{2} \mathrm{O}
2 \mathrm{NO}_{2}^{-}+\mathrm{O}_{2} \rightarrow 2 \mathrm{NO}_{3}^{-}
O 2 O 4 O 1.5 03 O 1

### Question 39959

Environmental Engineering

Place the unit operations and processes in the most likely sequence for a conventional biological activated sludge wastewater treatment plant with tertiary treatment.

### Question 39958

Environmental Engineering

Place the unit operations and processes in the most likely sequence for a conventional surface water treatment plant.
1st unit process in the sequence
2nd unit process in the sequence
3rd unit process in the sequence
4th unit process in the Sequence
5th unit process in the sequence

### Question 39957

Environmental Engineering

Circle any statement(s) that are true about the use of alum as a coagulant in a water treatment process. You may select more than one.
It will cause a decrease in the pH of a water with no alkalinity
It will consume the water's alkalinity, if available
It will cause an increase in the pH of a water with no alkalinity
If applied in combination with the correct amount of caustic soda, the pH of the water should not change much