This set of Soil Mechanics Questions and Answers for Experienced people focuses on “Well Hydraulics – Interference among Wells”.

1. When two wells are situated near each other, the discharge in individual well is ________

a) increased

b) decreased

c) not effected

d) remains same with respect to each other

View Answer

Explanation: When two wells are situated near each other, their drawdown curves intersect within their radii of zero drawdown. Thus, the discharge in individual well is decreased.

2. The discharge for drawdown of well is given by _______

a) \(q=\frac{2πkb(H-h)}{log_{10}\frac{R}{r}}\)

b) \(q=\frac{2πkb(H-h)}{log_e\frac{r}{R}}\)

c) \(q=\frac{2πkb(H-h)}{log_e\frac{R}{r}}\)

d) \(q=\frac{kb(H-h)}{log_e\frac{R}{r}}\)

View Answer

Explanation: The formula for discharge for drawdown of well is given by,

\(q=\frac{2πkb(H-h)}{log_e\frac{R}{r}}\)

where, \(\)q=discharge

k=coefficient of permeability

b=aquifer thickness

R=radius of influence

r=radius of tube well

(H-h)=drawdown.

3. The formula for discharge for two wells at distance B is given by ____________

a) \(q_1=q_2=\frac{2πkb(H-h)}{log_e \frac{R^2}{rB}} \)

b) \(q_1=q_2=\frac{2πkb(H-h)B}{log_e \frac{r}{R}}\)

c) \(q_1=q_2=\frac{2πkb(H-h)}{log_e \frac{RB}{r}}\)

d) \(q_1=q_2=\frac{kb(H-h)}{log_e \frac{R}{rB}} \)

View Answer

Explanation: The formula for discharge for two wells at distance B is given by,

\(q_1=q_2=\frac{2πkb(H-h)}{log_e \frac{R^2}{rB}} \)

where, q

_{1}=q

_{2}=discharge in wells 1 and 2 respectively

k=coefficient of permeability

b=aquifer thickness

R=radius of influence

r=radius of tube well

(H-h)=drawdown.

4. The formula for discharge for three wells forming an equilateral triangle at distance B on side is given by ____________

a) \(q_1=q_2=q_3= \frac{2πkb(H-h)}{log_e \frac{R^2}{rB}} \)

b) \(q_1=q_2=q_3= \frac{2πkb(H-h)}{log_e \frac{R^3}{rB^2}}\)

c) \(q_1=q_2=q_3= \frac{2πkb(H-h)}{log_e \frac{RB}{r}}\)

d) \(q_1=q_2=q_3= \frac{kb(H-h)}{log_e \frac{R}{rB}}\)

View Answer

Explanation: The formula for discharge for three wells forming an equilateral triangle at distance B on side is given by,

\(q_1=q_2=q_3= \frac{2πkb(H-h)}{log_e \frac{R^3}{rB^2}},\)

where, q

_{1}=q

_{2}=q

_{3}=discharge in wells 1 and 2 respectively

k=coefficient of permeability

b=aquifer thickness

R=radius of influence

r=radius of tube well

(H-h)=drawdown.

5. Two tube wells of 20cm diameter each are 100m apart. The coefficient of permeability is 4.15 * 10^{-4} m/s, drawdown is 4m and aquifer is 30m thick. If radius of influence is 245m, what is the discharge in each well?

a) 0.033 m^{3}/s

b) 0.040 m^{3}/s

c) 0.036 m^{3}/s

d) 0.042 m^{3}/s

View Answer

Explanation: Given,

Interface among two wells,

B=100m

Radius of tube well=10cm=0.1m

coefficient of permeability is 4.15 * 10

^{-4}m/s

drawdown (H-h)=4m

aquifer=30m

radius of influence=245m

the discharge is given by,

\(q_1=q_2=\frac{2πkb(H-h)}{log_e \frac{R^2}{rB}}\)

\(q_1=q_2=\frac{2π*4.15 * 10^(-4)*30*4}{log_e \frac{245^2}{0.1*100}} \)

∴ q

_{1}=q

_{2}=0.036 m

^{3}/s.

6. In a tube well of 20cm diameter in a soil with coefficient of permeability of 4.15 * 10^{-4}m/s, drawdown is 4m and aquifer is 30m thick. If radius of influence is 245m, what is the discharge in each well?

a) 0.033 m^{3}/s

b) 0.040 m^{3}/s

c) 0.036 m^{3}/s

d) 0.042 m^{3}/s

View Answer

Explanation: Given,

Radius of tube well=10cm=0.1m

coefficient of permeability is 4.15 * 10

^{-4}m/s

drawdown (H-h)=4m

aquifer=30m

radius of influence=245m

the discharge is given by,

\(q=\frac{2πkb(H-h)}{log_e \frac{R}{r}}\)

\(q=\frac{2π*4.15 * 10^{-4}*30*4}{log_e \frac{245}{0.1}}\)

∴ q=0.040 m

^{3}/s.

7. Three tube wells of 20cm diameter each forming an equilateral triangle at distance 100m on side. The coefficient of permeability is 4.15 * 10^{-4} m/s, drawdown is 4m and aquifer is 30m thick. If radius of influence is 245m, what is the discharge in each well?

a) 0.033 m^{3}/s

b) 0.040 m^{3}/s

c) 0.036 m^{3}/s

d) 0.042 m^{3}/s

View Answer

Explanation: Given,

Interface among three wells,

B=100m

Radius of tube well=10cm=0.1m

coefficient of permeability is 4.15 * 10

^{-4}m/s

drawdown (H-h)=4m

aquifer=30m

radius of influence=245m

the discharge is given by,

\(q_1=q_2=q_3= \frac{2πkb(H-h)}{log_e \frac{R^3}{rB^2}} \)

\(q_1=q_2=q_3= \frac{2π*4.15 * 10^{-4}*30*4}{log_e \frac{245^3}{0.1*100^2}} \)

∴ q

_{1}=q

_{2}=q

_{3}=0.033 m

^{3}/s.

8. In a artesian well, when water level falls below the top of confined aquifer, then this type of well is known as ______

a) well in unconfined aquifer

b) gravity well

c) combined artesian gravity well

d) artesian well

View Answer

Explanation: In an artesian well, when water level falls below the top of confined aquifer, the flow pattern close to the well is similar to that of gravity well. Hence, it is also known as combined artesian gravity well.

**Sanfoundry Global Education & Learning Series – Soil Mechanics.**

To practice all areas of Soil Mechanics for Experienced people, __here is complete set of 1000+ Multiple Choice Questions and Answers__.

**Next Steps:**

- Get Free Certificate of Merit in Geotechnical Engineering
- Participate in Geotechnical Engineering Certification Contest
- Become a Top Ranker in Geotechnical Engineering
- Take Geotechnical Engineering Tests
- Chapterwise Practice Tests: Chapter 1, 2, 3, 4, 5, 6, 7, 8, 9, 10
- Chapterwise Mock Tests: Chapter 1, 2, 3, 4, 5, 6, 7, 8, 9, 10

**Related Posts:**

- Apply for Geotechnical Engineering I Internship
- Buy Geotechnical Engineering I Books
- Practice Civil Engineering MCQs
- Apply for Civil Engineering Internship
- Practice Geotechnical Engineering II MCQs