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Question 1
ప్రశ్న 1
A municipality uses small vehicles for door-to-door waste collection and large trailers for moving consolidated waste to a distant processing facility. Which interpretation correctly distinguishes collection from long-distance transportation?
Explanation:
Primary collection gathers waste from households, commercial establishments and designated collection points. These operations generally involve frequent stops and substantial loading activity. Long-distance transportation moves collected or consolidated waste to processing, recovery or disposal facilities. Large-capacity vehicles may be more efficient for the long-haul portion. Separating these functions can improve vehicle utilization when the additional transfer operation is economically justified.
వివరణ:
Question 2
ప్రశ్న 2
A city is evaluating whether to construct a transfer station for waste transported to a regional processing facility. Which criterion provides the strongest engineering basis for the decision?
Explanation:
Transfer stations consolidate waste into larger transport units. Their benefit generally increases when long disposal hauls occupy substantial collection-vehicle time. However, transfer stations introduce additional capital, handling and operating costs. The break-even haul distance depends on payloads, vehicle costs, waste quantity and road conditions. Comparing the complete alternatives provides a stronger basis than applying an assumed universal distance threshold.
వివరణ:
Question 3
ప్రశ్న 3
A transfer station receives source-segregated wet waste, dry recyclables, sanitary waste and special-care waste. Which operating strategy best supports environmentally sound transportation?
Explanation:
Segregation must be preserved throughout the collection and transportation chain. Wet organic material and recoverable dry waste can require different downstream processing facilities. Sanitary and special-care waste may require additional handling precautions and authorized destinations. A transfer station should not become a point where properly segregated waste is indiscriminately mixed. Compatible vehicles, containers and loading procedures support both regulatory compliance and resource recovery.
వివరణ:
Question 4
ప్రశ్న 4
A bulk transport vehicle has a rated waste payload of P tonnes, usable body volume V cubic metres and expected waste bulk density rho tonnes per cubic metre. Which expression correctly gives the maximum permissible waste mass per trip?
Explanation:
The body-volume limit determines how much waste can physically occupy the vehicle. Multiplying usable volume by bulk density gives the corresponding mass capacity. The rated payload imposes an independent upper limit on the carried waste mass. Both limits must be satisfied simultaneously, so the smaller allowable mass governs. Axle-load limits and other road restrictions may impose further constraints.
వివరణ:
Question 5
ప్రశ్న 5
A municipality is comparing compaction of low-density packaging waste with compaction of dense, inert-rich street sweepings before transport. Which conclusion is most defensible?
Explanation:
Low-density packaging frequently contains substantial air-filled void space. Compaction can reduce this void space and increase the mass carried within a fixed body volume. Dense inert-rich waste may already approach the vehicle payload limit before its body becomes full. Additional compaction cannot increase the legally permissible payload. Vehicle selection should therefore consider waste composition, achievable bulk density and transportation constraints.
వివరణ:
Question 6
ప్రశ్న 6
A proposed municipal transfer station will receive waste from many collection vehicles during concentrated arrival periods. Which design arrangement best addresses operational capacity and environmental protection?
Explanation:
Transfer-station performance depends partly on the pattern of vehicle arrivals. Peak arrival periods can cause queues even when the average daily processing capacity is adequate. Congestion increases vehicle turnaround time and reduces collection productivity. Proper drainage, litter control and odour management help prevent environmental nuisance. Site design must integrate hydraulic, traffic, operational and worker-safety considerations.
వివరణ:
Question 7
ప్రశ్న 7
A regional waste-management authority proposes rail-based bulk transportation from a large transfer terminal to a distant processing facility. Under which circumstances is rail transport most appropriate for feasibility evaluation?
Explanation:
Rail transportation can offer economies of scale for large and sustained waste movements. It generally requires suitable loading and unloading terminals and dependable transport schedules. Additional handling at the terminals adds cost and must be considered. Road transport may remain more practical for smaller quantities or shorter distances. A complete feasibility assessment compares costs, infrastructure, environmental effects and operational reliability.
వివరణ:
Question 8
ప్రశ్న 8
A small municipality has a treatment facility close to its collection routes, and collection vehicles can unload there without substantial delay. Which transportation arrangement should be evaluated as the simpler baseline?
Explanation:
Direct haul avoids the additional unloading and reloading associated with a transfer station. It can be economical when the treatment facility is close to the collection area. Short travel distances may allow collection vehicles to complete their routes without excessive lost time. Vehicle payload and unloading arrangements must still be checked. The final selection should compare direct-haul performance with any credible alternative rather than assuming that transfer is always advantageous.
వివరణ:
Question 9
ప్రశ్న 9
A municipal transportation contractor reports low cost per trip but repeatedly operates partially loaded vehicles and experiences long unloading queues. Which performance-assessment approach is most useful?
Explanation:
A low nominal trip cost does not necessarily indicate efficient waste transportation. Partially loaded vehicles can have high transport costs per tonne. Unloading queues and empty returns consume time, fuel and vehicle availability. Weighbridge records and operating logs provide information about actual performance. Tonnes transported per vehicle-day and cost per tonne are useful complementary indicators.
వివరణ:
Question 10
ప్రశ్న 10
A proposed transfer station could reduce the number of heavy vehicles traveling to a distant landfill, but its access road passes through a congested residential neighbourhood. Which planning response is most defensible?
Explanation:
Consolidating waste may reduce the number of trucks using the long-distance haul route. However, collection vehicles must still reach the transfer station. Their arrival patterns can create local congestion near the facility. Noise, dust, litter and other nuisances depend on the site layout and operations. Transportation efficiency should therefore be assessed together with local environmental and access impacts.
వివరణ:
Question 11
ప్రశ్న 11
A municipality must transport 36 tonnes/day of waste. A transport vehicle has 14 m3 usable body capacity, waste bulk density 650 kg/m3 and a permissible payload of 7 tonnes. What minimum number of vehicle loads is required?
Explanation:
The mass corresponding to full body volume is 14 times 650 = 9,100 kg. This exceeds the vehicle's permissible payload of 7,000 kg. The effective load is therefore limited to 7 tonnes. Dividing 36 tonnes by 7 tonnes per load gives approximately 5.14 loads. Six complete or partial vehicle loads are required.
వివరణ:
Question 12
ప్రశ్న 12
A transfer station dispatches 120 tonnes/day of waste in trailers having 25 m3 usable volume, permitted payload 18 tonnes and compacted bulk density 600 kg/m3. What minimum number of daily trailer loads is required?
Explanation:
The maximum volume-based mass per trailer is 25 times 600 = 15,000 kg. This corresponds to 15 tonnes, which is below the permitted payload of 18 tonnes. Thus the trailer is volume-limited under the stated waste-density condition. Required loads equal 120 divided by 15. Exactly eight trailer loads are needed each day.
వివరణ:
Question 13
ప్రశ్న 13
A collection vehicle makes one disposal journey after completing its local collection work. Direct disposal requires a 50 km round trip at an average travel speed of 40 km/h and 15 minutes unloading time. A nearby transfer station requires a 10 km round trip at 25 km/h and 12 minutes unloading time. Ignoring other changes, how much vehicle time is saved per completed disposal journey?
Explanation:
Direct-haul travel time is 50/40 = 1.25 hours. Adding 15 minutes for unloading gives 1.50 hours for the direct disposal journey. Transfer-station travel time is 10/25 = 0.40 hour, and unloading adds 0.20 hour. The transfer journey therefore requires 0.60 hour. Time saved is 1.50 minus 0.60 = 0.90 hour, or 54 minutes.
వివరణ:
Question 14
ప్రశ్న 14
For a specified 80 km round-trip haul, a collection truck carries 5 tonnes at Rs. 75 per vehicle-km. Alternatively, a transfer trailer carries 20 tonnes at Rs. 110 per vehicle-km, with transfer handling costing Rs. 180 per tonne. Assume the same round-trip haul distance, with any local feeder costs excluded from both alternatives. What is the saving per tonne with transfer haul?
Explanation:
Direct transport costs 80 times 75 = Rs. 6,000 per truck journey. Dividing by 5 tonnes gives Rs. 1,200 per tonne. Bulk transport costs 80 times 110 divided by 20 = Rs. 440 per tonne. Adding the stated handling charge produces a transfer-system cost of Rs. 620 per tonne. The saving is Rs. 1,200 minus Rs. 620 = Rs. 580 per tonne under the stated comparison.
వివరణ:
Question 15
ప్రశ్న 15
A simplified transport-cost comparison uses the same variable round-trip haul distance D for each option. Direct trucks carry 6 tonnes at Rs. 90 per vehicle-km. Transfer trailers carry 24 tonnes at Rs. 120 per vehicle-km, and transfer handling costs Rs. 250 per tonne. Ignoring other costs, what round-trip distance gives equal costs per tonne?
Explanation:
Direct-haul cost per tonne is 90D/6 = 15D rupees. Transfer-haul cost per tonne is 250 + 120D/24 = 250 + 5D rupees. At break-even, these two expressions are equal. Thus 15D = 250 + 5D, giving 10D = 250. The break-even round-trip distance is 25 km for the stated costs and payloads.
వివరణ:
Question 16
ప్రశ్న 16
A bulk waste vehicle travels 42 km one way to a processing facility at an average travel speed of 42 km/h in both directions. Loading and unloading together require 45 minutes per trip. If 7.5 hours of a shift are available for complete transport cycles, how many full round trips can one vehicle finish?
Explanation:
A one-way journey requires 42/42 = one hour. The complete return travel therefore requires two hours. Loading and unloading add 45 minutes, giving 2.75 hours per complete cycle. Available operating time is 7.5 hours. Dividing 7.5 by 2.75 permits two complete cycles, with insufficient time for a third.
వివరణ:
Question 17
ప్రశ్న 17
A regional transfer station dispatches 240 tonnes/day of waste. Each bulk transport vehicle carries an effective 20 tonnes per trip and can complete three trips daily. What minimum number of duty vehicles is needed, excluding standby capacity?
Explanation:
Each vehicle transports 20 tonnes per completed trip. Three daily trips give a vehicle productivity of 60 tonnes/day. The total daily transportation requirement is 240 tonnes. Dividing 240 by 60 gives four duty vehicles. Spare capacity for maintenance and peak demand is excluded by the question.
వివరణ:
Question 18
ప్రశ్న 18
A transfer system must move 80 tonnes/day to a distant disposal facility. Direct collection trucks would carry 5 tonnes per long-haul trip, while transfer trailers carry 20 tonnes per trip. Assuming full stated payloads, how many loaded long-haul trips are needed under each option, and what is the percentage reduction?
Explanation:
Direct transportation needs 80/5 = 16 loaded trips. Bulk transfer transportation needs 80/20 = four loaded trips. The difference is 12 loaded long-haul trips. Percentage reduction is 12/16 times 100 = 75%. This comparison concerns long-haul journeys and does not include the collection trips needed to supply the transfer station.
వివరణ:
Question 19
ప్రశ్న 19
A waste quantity of 60 tonnes occupies storage space at loose bulk density 300 kg/m3. After compaction for transport, its density becomes 600 kg/m3 without mass loss. What is its compacted volume and percentage reduction from the loose volume?
Explanation:
The total waste mass is 60,000 kg. Loose volume is 60,000/300 = 200 m3. At the compacted density of 600 kg/m3, the occupied volume becomes 60,000/600 = 100 m3. The reduction is 200 minus 100 = 100 m3. Expressed as a percentage of original volume, the reduction is 50%.
వివరణ:
Question 20
ప్రశ్న 20
A transfer station handles 180 tonnes/day during a nine-hour receiving period. The peak hourly arrival rate is assumed to be 1.5 times the average hourly rate. If each independently operated unloading bay can safely handle 10 tonnes/hour, what minimum number of duty bays is required at peak flow?
Explanation:
Average hourly incoming waste is 180/9 = 20 tonnes/hour. The specified peak factor increases this to 20 times 1.5 = 30 tonnes/hour. Each unloading bay can handle 10 tonnes/hour under the stated operating conditions. Required duty bays equal 30/10 = three. The result addresses peak throughput only, and additional queuing or redundancy provisions may be necessary.
వివరణ:
Question 21
ప్రశ్న 21
A materials recovery and transfer facility receives 112 tonnes/day of municipal dry waste. It recovers 20% by mass for recycling and must transport the remaining residue to a disposal facility. If each residue trailer carries an effective 16 tonnes, what minimum number of daily residue-haul loads is required?
Explanation:
The facility recovers 20% of incoming dry waste for recycling. The remaining fraction requiring disposal is 80%. Residue quantity equals 112 times 0.80 = 89.6 tonnes/day. Dividing by 16 tonnes per trailer gives 5.6 loads. Six full or partial loads are therefore required for residue transportation.
వివరణ:
Question 22
ప్రశ్న 22
A municipal transport fleet operates six vehicles, each completing two waste-haul trips daily. Each vehicle has a permissible payload of 8 tonnes per trip, but total measured waste transported by the fleet is 72 tonnes/day. What is the average payload utilization relative to rated payload capacity?
Explanation:
Six vehicles making two trips each provide 12 trips per day. At 8 tonnes rated payload, the total theoretical carrying capacity is 96 tonnes/day. Actual transported quantity is 72 tonnes/day. Utilization equals 72/96 times 100 = 75%. This metric indicates average payload use but does not by itself measure vehicle turnaround time or fuel efficiency.
వివరణ:
Question 23
ప్రశ్న 23
A waste transportation contractor makes five identical round trips per day. Each round trip covers 70 km, vehicle operating cost is Rs. 95 per kilometre, and a separate unloading fee of Rs. 700 applies to each trip. What is the total specified daily transportation cost?
Explanation:
The variable road operating cost per trip is 70 times 95 = Rs. 6,650. The separate unloading fee adds Rs. 700 for each trip. Total cost per round trip is therefore Rs. 7,350. Five trips cost 5 times Rs. 7,350. The specified daily transportation cost is Rs. 36,750.
వివరణ:
Question 24
ప్రశ్న 24
A transfer station must dispatch 240 tonnes/day of waste. Each trailer carries 12 tonnes per trip, and a complete round-trip operating cycle takes 2.25 hours. If each trailer has nine operating hours available per day, what minimum number of identical duty trailers is required?
Explanation:
The station requires 240/12 = 20 trailer trips per day. One trailer can complete 9/2.25 = four cycles during its available operating time. Each trailer therefore transports four times 12 = 48 tonnes/day. Dividing the daily requirement of 240 tonnes by 48 gives five duty trailers. The calculation assumes uninterrupted cycles and excludes spare vehicles or contingency allowances.
వివరణ:
Question 25
ప్రశ్న 25
A waste transport system must move 90 tonnes/day using trailers with 30 m3 usable volume and an 18-tonne permissible payload. Loose waste has density 300 kg/m3, while compacted waste has density 750 kg/m3. What minimum daily trips are required without and with compaction, respectively?
Explanation:
Without compaction, the full body holds 30 times 300 = 9,000 kg or 9 tonnes. Transporting 90 tonnes therefore requires ten trips. With compaction, the body-volume capacity becomes 30 times 750 = 22.5 tonnes. The permissible payload restricts each compacted load to 18 tonnes. Hence compacted transport requires 90/18 = five trips, and the payload limit prevents using the higher volume-based mass.
వివరణ:
Answer Key సమాధానాల పట్టిక
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Question 1 ప్రశ్న 1Answer: C. Collection involves gathering waste from generators or collection points, whereas long-distance transportation primarily involves bulk movement to processing or disposal destinations. సమాధానం: C.
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Question 2 ప్రశ్న 2Answer: A. Compare complete direct-haul costs with collection-to-transfer, transfer handling and bulk-haul costs, including travel time and operational constraints. సమాధానం: A.
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Question 3 ప్రశ్న 3Answer: D. Provide suitable separate receiving, handling and dispatch arrangements so that the required waste streams reach their appropriate authorized destinations. సమాధానం: D.
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Question 4 ప్రశ్న 4Answer: B. The smaller of P and rho V, subject to other applicable vehicle and road restrictions. సమాధానం: B.
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Question 5 ప్రశ్న 5Answer: C. Compaction may substantially improve volumetric utilization for bulky packaging, while dense inert-rich waste may reach vehicle payload limits with relatively little compaction benefit. సమాధానం: C.
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Question 6 ప్రశ్న 6Answer: D. Provide adequate receiving and loading capacity, safe circulation and queuing space, drainage controls, litter containment and suitable odour management. సమాధానం: D.
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Question 7 ప్రశ్న 7Answer: A. A sustained high waste quantity, substantial haul distance, suitable terminal infrastructure and favorable total handling and transportation costs. సమాధానం: A.
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Question 8 ప్రశ్న 8Answer: B. Direct transportation by suitable collection vehicles, subject to capacity, operating-time and route assessments. సమాధానం: B.
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Question 9 ప్రశ్న 9Answer: D. Assess actual payload utilization, complete cycle times, loaded travel, empty return, unloading delays and cost per tonne transported. సమాధానం: D.
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Question 10 ప్రశ్న 10Answer: C. Evaluate alternative access routes and site layouts, local traffic, noise, dust, litter and operating schedules alongside the long-haul savings. సమాధానం: C.
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Question 11 ప్రశ్న 11Answer: A. Six loads. సమాధానం: A.
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Question 12 ప్రశ్న 12Answer: B. Eight loads. సమాధానం: B.
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Question 13 ప్రశ్న 13Answer: C. 54 minutes. సమాధానం: C.
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Question 14 ప్రశ్న 14Answer: D. Rs. 580 per tonne. సమాధానం: D.
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Question 15 ప్రశ్న 15Answer: A. 25 km. సమాధానం: A.
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Question 16 ప్రశ్న 16Answer: B. Two round trips. సమాధానం: B.
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Question 17 ప్రశ్న 17Answer: A. Four vehicles. సమాధానం: A.
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Question 18 ప్రశ్న 18Answer: C. 16 direct trips and 4 transfer trips, giving a 75% reduction. సమాధానం: C.
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Question 19 ప్రశ్న 19Answer: D. 100 m3 and 50% reduction. సమాధానం: D.
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Question 20 ప్రశ్న 20Answer: B. Three bays. సమాధానం: B.
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Question 21 ప్రశ్న 21Answer: A. Six loads. సమాధానం: A.
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Question 22 ప్రశ్న 22Answer: C. 75%. సమాధానం: C.
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Question 23 ప్రశ్న 23Answer: D. Rs. 36,750. సమాధానం: D.
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Question 24 ప్రశ్న 24Answer: B. Five trailers. సమాధానం: B.
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Question 25 ప్రశ్న 25Answer: A. Ten trips without compaction and five trips with compaction. సమాధానం: A.
