

MCQOPTIONS
Saved Bookmarks
This section includes 641 Mcqs, each offering curated multiple-choice questions to sharpen your Civil Engineering knowledge and support exam preparation. Choose a topic below to get started.
251. |
For detecting the nitrites in the sewage, the matching colour may be developed by adding_________________? |
A. | Potassium permanganate |
B. | Sulphuric acid and napthamine |
C. | Phenol-di -sulphuric acid potassium hydroxide |
D. | None of these |
Answer» C. Phenol-di -sulphuric acid potassium hydroxide | |
252. |
For detecting the nitrates in sewage, the colour may be developed by adding________________? |
A. | Potassium permanganate |
B. | Sulphuric acid and napthamine |
C. | Phenol-di -sulphuric acid and potassium hydroxide |
D. | None of these |
Answer» D. None of these | |
253. |
For design purposes, the normal rate of infiltration of ground water into the sewer, is___________________? |
A. | 500 litres/km/cm |
B. | 1000 litres/km/cm |
C. | 1500 litres/km/cm |
D. | 2000 litres/km/cm |
Answer» E. | |
254. |
For design of sewers, percentage of sewage discharge is assumed_____________________? |
A. | 65 to 70% |
B. | 70 to 75% |
C. | 75 to 80% |
D. | 85% |
Answer» D. 85% | |
255. |
For a peak discharge of 0.0157 cumec, with a velocity of 0.9 m/sec, the diameter of the sewer main, is________________? |
A. | 10 cm |
B. | 12 cm |
C. | 15 cm |
D. | 18 cm |
Answer» D. 18 cm | |
256. |
For a grit chamber, if the recommended velocity of flow is 0.2 m/sec and detention period is 2 minutes, the length of the tank, is__________________? |
A. | 16 m |
B. | 20 m |
C. | 24 m |
D. | 30 m |
Answer» D. 30 m | |
257. |
For a continuous flow type of sedimentation tanks__________________? |
A. | Width of the tank is normally kept about 6 m |
B. | Length of the tank is normally kept 4 to 5 times the width |
C. | Maximum horizontal flow velocity is limited to 0.3 m/minute |
D. | All the above |
Answer» E. | |
258. |
Flocculated particles do not change their___________________? |
A. | Size |
B. | Shape |
C. | Weight |
D. | None of these |
Answer» E. | |
259. |
Facultative bacteria survive in_____________________? |
A. | The presence of oxygen |
B. | The absence of oxygen |
C. | Both cases A. and B. |
D. | Neither A. nor B. |
Answer» D. Neither A. nor B. | |
260. |
During purification process of sewage the gas given off, is________________? |
A. | Carbon dioxide |
B. | Hydrogen |
C. | Ammonia |
D. | All the above |
Answer» E. | |
261. |
Dry weather flow is__________________? |
A. | Average daily rate of flow |
B. | Average monthly rate of flow |
C. | Average annual rate of flow |
D. | Water supply allowance per capital |
Answer» E. | |
262. |
Dry water flow in a combined sewer, is______________________? |
A. | Industrial sewage |
B. | Domestic sewage |
C. | Storm water |
D. | Inclusive of domestic and industrial sewage but excludes storm water |
Answer» D. Inclusive of domestic and industrial sewage but excludes storm water | |
263. |
Drop manholes at the junctions of sewer lines, are provided if________________? |
A. | Invert level of a branch sewer is more than 60 cm that of the main sewer |
B. | Sewer line runs along a main road |
C. | Ordinary manhole cannot be built |
D. | Two sewer lines intersect |
Answer» B. Sewer line runs along a main road | |
264. |
Drop manholes are the manholes___________________? |
A. | Without entry ladders |
B. | Without manhole covers |
C. | With depths more than 3.5 m |
D. | Having drains at different levels |
Answer» E. | |
265. |
Dried sewage after treatment is used as____________________? |
A. | Fertilizer |
B. | Building material |
C. | Chemical for lowering B.O.D. |
D. | Base material for paints |
Answer» B. Building material | |
266. |
Disposal to sewage in large cities, is done in__________________? |
A. | Irrigation |
B. | Dilution |
C. | Oxidation |
D. | Purification |
Answer» C. Oxidation | |
267. |
Discrete or granular particles change their_________________ ? |
A. | Size |
B. | Shape |
C. | Weight |
D. | None of these |
Answer» E. | |
268. |
Dilution method of disposing of sewage, is not preferred to_______________? |
A. | When sewage is fresh |
B. | When diluting water has high dissolved oxygen content |
C. | When diluting water is used for water supply near the point of sewage disposed |
D. | When the diluting water is having flow currents |
Answer» D. When the diluting water is having flow currents | |
269. |
Design period of 40 to 50 years is adopted for_________________? |
A. | Branch sewers |
B. | Main sewers |
C. | Trunk sewers |
D. | All the above |
Answer» E. | |
270. |
Depletion of ozone layer in the outer atmosphere may cause___________________ ? |
A. | Lung cancer |
B. | Skin cancer |
C. | Bronchitis |
D. | Heart disorder |
Answer» C. Bronchitis | |
271. |
‘Cowl’ is provided at___________________? |
A. | Lower end of ventilating column |
B. | Upper end of ventilating column |
C. | Upper end of the manhole |
D. | First step in manhole |
Answer» C. Upper end of the manhole | |
272. |
Clogging of sewers, is caused due to_______________? |
A. | Silting |
B. | Low discharge |
C. | Greasy and oily matters |
D. | All the above |
Answer» E. | |
273. |
Chlorination of water is done for the removal of____________________? |
A. | Bacterias |
B. | Suspended solids |
C. | Sediments |
D. | Hardness |
Answer» B. Suspended solids | |
274. |
Cement concrete sewers are only suitable if non-scouring velocity is between_________________? |
A. | 2.5 to 3.0 m/sec |
B. | 3.0 to 4.0 m/sec |
C. | 3.5 to 4.5 m/sec |
D. | 4.5 to 5.5 m/sec |
Answer» B. 3.0 to 4.0 m/sec | |
275. |
Boussinesq’s equation for ascertaining unit pressure at a depth on sewers due to traffic loads, is__________________? |
A. | pt = 3H3p/2 Z5 |
B. | pt = 2H3p/3 Z5 |
C. | pt = 3H3p/2Z5 |
D. | pt = 2 3p/3Z5 |
Answer» B. pt = 2H3p/3 Z5 | |
276. |
Bottom openings 15 cm × 15 cm in the standing baffle wall are provided________________? |
A. | 15 cm c/c |
B. | 22.5 cm c/c |
C. | 30 cm c/c |
D. | 50 cm c/c |
Answer» C. 30 cm c/c | |
277. |
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. | |
278. |
Before discharging the foul sewage into rivers, it is generally treated by_____________________? |
A. | Screening |
B. | Sedimentation |
C. | Oxidation |
D. | All the above |
Answer» E. | |
279. |
At the junction of sewers___________________? |
A. | Top of smaller sewer is kept lower |
B. | Top of larger sewer is kept lower |
C. | Tops of both the sewers are at the same level |
D. | None of these |
Answer» E. | |
280. |
Assertion A.: The minimum self cleansing velocity in the sewer, at least once a day, must be generated. Reason (R): If certain deposition takes place and is not removed, it obstructs free flow and causes further deposition leading to complete blocking of the sewer? |
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 | |
281. |
Assertion A.: The determination of pH value of sewerage is important. Reason (R): The efficiency of certain treatment methods depends upon the availability of pH value________________? |
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 | |
282. |
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 | |
283. |
Assertion A.: A free board of 0.3 m is provided above the top sewage line in septic tanks. Reason (R): It helps to accommodate the scum in the septic tank_________________? |
A. | Both A and R is true and R is the correct explanation of A |
B. | Both A and R is 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 is true but R is not a correct explanation of A | |
284. |
As compared to fresh river water, sea water contains oxygen_________________? |
A. | 10% less |
B. | 20% less |
C. | 10% more |
D. | 20% more |
Answer» C. 10% more | |
285. |
are available in size Stoneware sewers________________? |
A. | 10 cm |
B. | 15 cm |
C. | 20 cm |
D. | All the above |
Answer» E. | |
286. |
Antisyphonage pipe is fitted_______________? |
A. | At the end of septic tanks |
B. | On manholes |
C. | With a W.C. trap |
D. | At the beginning of sewer line |
Answer» D. At the beginning of sewer line | |
287. |
An inverted siphon is designed generally for____________________? |
A. | One pipe |
B. | Two pipes |
C. | Three pipes |
D. | Four pipes |
Answer» D. Four pipes | |
288. |
Aerobic bacterias___________________? |
A. | Flourish in the presence of free oxygen |
B. | Consume organic matter as their food |
C. | Oxidise organic matter in sewage |
D. | All the above |
Answer» E. | |
289. |
Aerobic activity is maximum_______________? |
A. | In freshly produced sewage |
B. | At sewer pipes |
C. | In sewer treatment plants |
D. | None of these |
Answer» B. At sewer pipes | |
290. |
Acid regression stage of sludge digestion at a temperature 21°C extends over a period of______________? |
A. | 15 days |
B. | 30 days |
C. | 60 days |
D. | 90 days |
Answer» E. | |
291. |
A well oxidized sewage contains nitrogen mainly as___________________? |
A. | Nitrates |
B. | Nitrites |
C. | Free ammonia |
D. | None of these |
Answer» B. Nitrites | |
292. |
A sewer running partially full and hurried with back filled, fails in compression due to_________________? |
A. | Weight of the pipe |
B. | Weight of the back fill |
C. | Superimposed traffic loads |
D. | All the above |
Answer» E. | |
293. |
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 |
Answer» E. | |
294. |
A safety lamp when inserted in the upper portion of a manhole causes flames. It indicates the presence of______________? |
A. | Carbondioxide gas |
B. | Hydrogen sulphide gas |
C. | Methane gas |
D. | Petrol vapours |
Answer» D. Petrol vapours | |
295. |
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 | |
296. |
A rain sanitary sewer is constructed to carry_________________ ? |
A. | Sanitary sewage |
B. | Storm sewage |
C. | Surface water |
D. | Ground water |
Answer» B. Storm sewage | |
297. |
A nuisance is experienced in diluting water if dilution factor is less than_________________? |
A. | 100 |
B. | 60 |
C. | 40 |
D. | 20 |
Answer» E. | |
298. |
A manhole is generally provided at each__________________? |
A. | Bend |
B. | Junction |
C. | Change of gradient |
D. | All the above |
Answer» E. | |
299. |
A manhole is classified as shallow if its depth is between_________________? |
A. | 0.4 to 0.5 m |
B. | 0.5 to 0.7 m |
C. | 0.7 to 0.9 m |
D. | 0.9 to 1.20 m |
Answer» D. 0.9 to 1.20 m | |
300. |
A five day B.O.D. at 15°C of the sewage of a town is 100 kg/day. If the 5 day B.O.D. per head at 15°C for standard sewage is 0.1 kg/day, the population equivalent is____________________? |
A. | 100 |
B. | 1000 |
C. | 5000 |
D. | 10000 |
Answer» E. | |