

MCQOPTIONS
This section includes 5814 Mcqs, each offering curated multiple-choice questions to sharpen your Engineering knowledge and support exam preparation. Choose a topic below to get started.
301. |
If the side of a square sewer is 1000 mm, the diameter of a hydraulically equivalent circular section, is |
A. | 1045 mm |
B. | 1065 mm |
C. | 1075 mm |
D. | 1095 mm. |
Answer» E. | |
302. |
Clogging of sewers, is caused due to |
A. | silting |
B. | low discharge |
C. | greasy and oily matters |
D. | domestic wastes thrown in manholes |
E. | all the above. |
Answer» F. | |
303. |
The dimensions of a rectangular settling tank are : length 24 m, width 6 m and depth 3 m. If 2 hour detention period for tanks is recommended, the rate of flow of sewage per hour, is |
A. | 204 cu m |
B. | 208 cu m |
C. | 212 cu m |
D. | 216 cu m |
E. | 220 cu m. |
Answer» E. 220 cu m. | |
304. |
An inverted siphon is designed generally for |
A. | one pipe |
B. | two pipes |
C. | three pipes |
D. | four pipes. |
Answer» D. four pipes. | |
305. |
A rainfall may be classified as acidic if its pH value is less or equal to |
A. | 6 |
B. | 7 |
C. | 5 |
D. | 6.5 |
Answer» D. 6.5 | |
306. |
The screens are fixed |
A. | perpendicular to the direction of flow |
B. | parallel to the direction of flow |
C. | at an angle 30 to 60 to the direction of flow |
D. | none of these. |
Answer» D. none of these. | |
307. |
If the over land flow from the critical point to the drain is 8 km and the difference in level is 12.4 m, the inlet time is |
A. | 2 hours |
B. | 3 hours |
C. | 4 hours |
D. | 5 hours. |
Answer» D. 5 hours. | |
308. |
When drainage to sewage ratio is 20, the peak dry weather flow is |
A. | 20% of the design discharge |
B. | slightly less than 5% of the design discharge |
C. | slightly more than 5% of the design discharge |
D. | none of these. |
Answer» C. slightly more than 5% of the design discharge | |
309. |
For the survival of fish in a river stream, the minimum dissolved oxygen is prescribed |
A. | 3 PPm |
B. | 4 PPm |
C. | 5 PPm |
D. | 10 ppm. |
Answer» C. 5 PPm | |
310. |
For treating the sewage of a large city, you will recommend |
A. | a sedimentation tank and an activated sludge treatment plant |
B. | a plant consisting of Imhoff tanks with low rate trickling filters |
C. | sedimentation tanks with high rate trickling filters |
D. | none of these. |
Answer» B. a plant consisting of Imhoff tanks with low rate trickling filters | |
311. |
In olden days the type of section adopted in trunk and out fall sewers was |
A. | parabolic shaped |
B. | horse shoe shaped |
C. | egg shaped |
D. | circular shaped. |
Answer» C. egg shaped | |
312. |
In a fully mechanised composting plant, involves |
A. | mechanized receipt |
B. | mechanized segregation |
C. | mechanized pulverising of refuse |
D. | all of these. |
Answer» E. | |
313. |
The non-clog pump which permits solid matter to pass out with the liquid sewage, is |
A. | centrifugal pump |
B. | reciprocating pump |
C. | pneumatic ejector |
D. | none of these. |
Answer» B. reciprocating pump | |
314. |
The measurement is not made in square metres in case of |
A. | D.P.C. (Damp proof course) |
B. | Form works |
C. | Concrete Jaffries |
D. | R.C. Chhajja. |
Answer» E. | |
315. |
According to ISI method of measurement, the order of the sequence is |
A. | Length, breadth, height |
B. | Breadth, length, height |
C. | Height, length, breadth |
D. | None of these. |
Answer» B. Breadth, length, height | |
316. |
The excavation exceeding 1.5 m in width and 10 sq.m in plan area with a depth not exceeding 30 cm, is termed as |
A. | Excavation |
B. | Surface dressing |
C. | Cutting |
D. | Surface excavation. |
Answer» E. | |
317. |
The detention period in a septic tank is assumed |
A. | 20 minutes |
B. | 25 minutes |
C. | 30 minutes |
D. | 40 minutes |
Answer» D. 40 minutes | |
318. |
While estimating a reinforced cement structure, the omitted cover of concrete is assumed |
A. | at the end of reminforcing bar, not less than 25 mm or twice the diameter of the bar |
B. | in thin slabs, 12 mm minimum or diameter of the bar whichever is more |
C. | for reinforcing longitudinal bar in a beam 25 mm minimum or diameter of the largest bar which is more |
D. | All the above. |
Answer» E. | |
319. |
The assumption on which the trapezoidal formula for volumes is based, is |
A. | The end sections are parallel planes |
B. | The mid-area of a pyramid is half the average area of the ends |
C. | The volume of the prismoidal is over-es-timted and hence a prismoidal correction is applied |
D. | All the above. |
Answer» E. | |
320. |
If the diameter of sewer is 225 mm, the gradient required for generating self cleansing velocity, is |
A. | 1 in 60 |
B. | 1 in 100 |
C. | 1 in 120 |
D. | none of these. |
Answer» D. none of these. | |
321. |
Assertion (A) : Discharging the effluents from the oxidation ponds just up stream of lakes or reservoirs is undesirable. Reason (R) : The discharged algae get settled in the reservoirs and cause anaerobic decomposition and other water qualities. |
A. | Both A and R are true and R is the correct explanation of A |
B. | Both A and R are true but R is not a correct explanation of A |
C. | A is true but R is false |
D. | A is false but R is true. |
Answer» B. Both A and R are true but R is not a correct explanation of A | |
322. |
The width of a rectangular sewer is twice its depth while discharging 1.5 m/sec. The width of the sewer is |
A. | 0.68 m |
B. | 0.88 m |
C. | 1.36 m |
D. | 1.76 m. |
Answer» D. 1.76 m. | |
323. |
The ratio of minimum hourly flow to the average flow of sewage is |
A. | 1/4 |
B. | 1/3 |
C. | 1/2 |
D. | 3/4 |
Answer» C. 1/2 | |
324. |
Bio-chemical oxygen demand (BOD) for the first 20 days in generally referred to |
A. | initial demand |
B. | first stage demand |
C. | carbonaceous demand |
D. | all of these. |
Answer» E. | |
325. |
House connections to the laterals is generally made by |
A. | R.C.C. |
B. | P.C.C. |
C. | Cast iron |
D. | Glazed stonewares. |
Answer» E. | |
326. |
The ratio of maximum sewage flow to average sewage flow for mains up to 1 m in diameter, is |
A. | 1.5 |
B. | 2.0 |
C. | 3.0 |
D. | 4.0 |
Answer» C. 3.0 | |
327. |
A sewer pipe contains 1 mm sand particles of specific gravity 2.65 and 5 mm organic particles of specific gravity 1.2, the minimum velocity required for removing the sewerage, is |
A. | 0.30 m/sec |
B. | 0.35 m/sec |
C. | 0.40 m/sec |
D. | 0.45 m/sec |
E. | 0.50 m/sec. |
Answer» E. 0.50 m/sec. | |
328. |
The coagulant widely used for sewage treatment, is |
A. | alum |
B. | ferric chloride |
C. | ferric sulphate |
D. | chlorinated copperas. |
Answer» C. ferric sulphate | |
329. |
The asbestos cement pipes are generally laid |
A. | horizontally |
B. | vertically |
C. | at an angle of 30 |
D. | at an angle of 60 . |
Answer» C. at an angle of 30 | |
330. |
Chlorination of water is done for the removal of |
A. | bacterias |
B. | suspended solids |
C. | sediments |
D. | hardness. |
Answer» B. suspended solids | |
331. |
Flocculated particles do not change their |
A. | size |
B. | shape |
C. | weight |
D. | none of these. |
Answer» E. | |
332. |
For non-scouring velocity 5 m/sec, the type of sewers generally preferred to, is |
A. | cast iron sewers |
B. | cement concrete sewers |
C. | glazed bricks sewers |
D. | stone ware sewers. |
Answer» D. stone ware sewers. | |
333. |
A syphon is used |
A. | to connect water reservoirs at different levels intervened by a hill |
B. | to supply water to a town from higher level to lower level |
C. | to fill up a tank with water at higher level from a lower level |
D. | none of these. |
Answer» B. to supply water to a town from higher level to lower level | |
334. |
u1 and u2 are the velocities of approach of two moving bodies in the same direction and their corresponding velocities of separation are v1 and v2. As per Newton's law of collision of elastic bodies, the coefficient of restitution (e) is given by |
A. | <img src="/_files/images/civil-engineering/applied-mechanics/111-5.148-1.png"> |
B. | <img src="/_files/images/civil-engineering/applied-mechanics/111-5.148-2.png"> |
C. | <img src="/_files/images/civil-engineering/applied-mechanics/111-5.148-3.png"> |
D. | <img src="/_files/images/civil-engineering/applied-mechanics/111-5.148-4.png"> |
Answer» D. <img src="/_files/images/civil-engineering/applied-mechanics/111-5.148-4.png"> | |
335. |
Time of emptying liquid from a hemispherical vessel through an orifice at its bottom, is |
A. | <img src="/_files/images/civil-engineering/hydraulics/151-7.132-1.png"> |
B. | <img src="/_files/images/civil-engineering/hydraulics/151-7.132-2.png"> |
C. | <img src="/_files/images/civil-engineering/hydraulics/151-7.132-3.png"> |
D. | <img src="/_files/images/civil-engineering/hydraulics/151-7.132-4.png"> |
Answer» E. | |
336. |
A load of 500 kg was lifted through a distance of 13 cm. by an effort of 25 kg which moved through a distance of 650 cm. The efficiency of the lifting machine is |
A. | 50% |
B. | 40% |
C. | 55% |
D. | 30%. |
Answer» C. 55% | |
337. |
A string of length 90 cm is fastened to two points A and B at the same level 60 cm apart. A ring weighing 120 g is slided on the string. A horizontal force P is applied to the ring such that it is in equilibrium vertically below B. The value of P is : |
A. | 40 g |
B. | 60 g |
C. | 80 g |
D. | 100 g. |
Answer» D. 100 g. | |
338. |
Critical depth (h) of a channel, is |
A. | <img src="/_files/images/civil-engineering/hydraulics/155-7.188-1.png"> |
B. | <img src="/_files/images/civil-engineering/hydraulics/155-7.188-2.png"> |
C. | <img src="/_files/images/civil-engineering/hydraulics/155-7.188-3.png"> |
D. | <img src="/_files/images/civil-engineering/hydraulics/155-7.188-4.png"> |
Answer» B. <img src="/_files/images/civil-engineering/hydraulics/155-7.188-2.png"> | |
339. |
When drainage is permitted under initially applied normal stress only and full primarily consolidation is allowed to take place, the test is known as |
A. | quick test |
B. | drained test |
C. | consolidated undrained test |
D. | none of these. |
Answer» D. none of these. | |
340. |
The minimum water content at which the soil retains its liquid state and also possesses a small shearing strength against flowing, is known |
A. | liquid limit |
B. | plastic limit |
C. | shrinkage limit |
D. | permeability limit. |
Answer» B. plastic limit | |
341. |
The maximum value of effective stress in the past divided by the present value, is defined as over consolidation ratio (OCR). The O.C.R. of an over consolidated clay is |
A. | less than 1 |
B. | 1 |
C. | more than 1 |
D. | None of these. |
Answer» D. None of these. | |
342. |
If Nf, Nd and H are total number flow channels, total number of potential drops and total hydraulic head differences respectively, the discharge q through the complete flow is given by (where K is a constant) |
A. | <img src="/_files/images/civil-engineering/soil-mechanics-and-foundation-engineering/35-11.93-1.png"> |
B. | <img src="/_files/images/civil-engineering/soil-mechanics-and-foundation-engineering/35-11.93-2.png"> |
C. | <img src="/_files/images/civil-engineering/soil-mechanics-and-foundation-engineering/35-11.93-3.png"> |
D. | <img src="/_files/images/civil-engineering/soil-mechanics-and-foundation-engineering/35-11.93-4.png"> |
Answer» D. <img src="/_files/images/civil-engineering/soil-mechanics-and-foundation-engineering/35-11.93-4.png"> | |
343. |
The internal molecular attraction of a soil, the cohesion |
A. | decreases as the moisture content increases |
B. | increases as the moisture content decreases |
C. | is more in well compacted clays |
D. | depends upon the external applied load. |
Answer» D. depends upon the external applied load. | |
344. |
The quantity of seepage of water through soils is proportional to |
A. | coefficient of permeability of soil |
B. | total head loss through the soil |
C. | neither (a) nor (b) |
D. | both (a) and (b). |
Answer» E. | |
345. |
If 2% solution of a sewage sample is incubated for 5 days at 20 C and depletion of oxygen was found to be 5 ppm, B.O.D. of the sewage is |
A. | 200 ppm |
B. | 225 ppm |
C. | 250 ppm |
D. | None of these. |
Answer» D. None of these. | |
346. |
If the atmospheric pressure on the surface of an oil tank (sp. gr. 0.8) is 0.1 kg/cm2, the pressure at a depth of 2.5 m, is |
A. | 1 metre of water |
B. | 2 metres of water |
C. | 3 metres of water |
D. | 3.5 metres of water |
E. | 4.0 metres of water. |
Answer» D. 3.5 metres of water | |
347. |
The minimum water content at which the soil just begins to crumble when rolled into threads 3 mm in diameter, is known |
A. | liquid limit |
B. | plastic limit |
C. | shrinkage limit |
D. | permeability limit. |
Answer» C. shrinkage limit | |
348. |
Which one of the following is acid resistant asbestos: |
A. | actinolite asbestos |
B. | amosite asbestos |
C. | anthophylite asbestos |
D. | crocidolite asbestos |
E. | All the above. |
Answer» F. | |
349. |
Due to attack of dry rot, the timber |
A. | cracks |
B. | shrinks |
C. | reduces to powder |
D. | none of these. |
Answer» D. none of these. | |
350. |
Wrought iron contains carbon about |
A. | 1.5% to 5.5% |
B. | 0.5% to 1.75% |
C. | 0.1% to 0.25% |
D. | none to these. |
Answer» D. none to these. | |