Q8
(a) (i) Design a trapezoidal concrete lined channel to carry a discharge of 300 m³/s at a slope of 1 in 4000. The side slope of the channel may be taken as 1·5 : 1. The value of n for the lining material may be taken as 0·0125. Assume the B/D ratio as 5. 10 (ii) Describe briefly different type of spillways used in dams and methods used for dissipating energy of water discharged from them. 10 (b) Mention the sources and health effects on human being of the following elements with reference to Air pollution : Lead, Cadmium, Nickel, Mercury, Carbon Monoxide 15 (c) (i) Discuss the factors that must be considered in evaluating potential sanitary landfill sites. (ii) How does the occurrence of gases and leachate in sanitary landfill take place ? Explain with the help of chemical reactions taking place. 15
हिंदी में प्रश्न पढ़ें
(a) (i) 4000 में 1 की प्रवणता पर 300 m³/s का निस्सरण ले जाने वाली एक समलम्बाकार कंक्रीट आस्तरित वाहिका का अभिकल्पन कीजिए । वाहिका की पार्श्व प्रवणता को 1·5 : 1 लिया जा सकता है । अस्तर सामग्री के लिए n का मान 0·0125 लिया जा सकता है । B/D अनुपात को 5 मान लीजिए । 10 (ii) बांधों में उपयोग किए जाने वाले विभिन्न प्रकार के उत्लव मार्गों और उनसे निस्सरित जल की ऊर्जा के क्षय के लिए उपयोग की जाने वाली विधियों का वर्णन संक्षेप में कीजिए । 10 (b) वायु प्रदूषण के संदर्भ में निम्नलिखित तत्त्वों के स्रोतों और मनुष्य के स्वास्थ्य पर इनके प्रभावों का उल्लेख कीजिए : सीसा (लैड), कैडमियम, निकेल, पारा (मर्करी), कार्बन मोनोक्साइड 15 (c) (i) उन कारकों की चर्चा कीजिए जिन पर संभाव्य स्वच्छ भू-भराव स्थलों के मूल्यांकन में आवश्यक रूप से विचार किया जाना चाहिए । (ii) स्वच्छ भू-भराव में गैसों और निषालक (लीचेट) की उत्पत्ति कैसे होती है ? इसमें होने वाली रासायनिक प्रतिक्रियाओं की सहायता से व्याख्या कीजिए । 15
Directive word: Design
This question asks you to design. The directive word signals the depth of analysis expected, the structure of your answer, and the weight of evidence you must bring.
See our UPSC directive words guide for a full breakdown of how to respond to each command word.
How this answer will be evaluated
Approach
The directive 'design' in part (a)(i) demands a complete hydraulic design with numerical solution, while other parts require descriptive and explanatory responses. Allocate approximately 25% time to (a)(i) for rigorous Manning's equation application with B/D=5 constraint, 20% to (a)(ii) for spillway classification and energy dissipators, 25% to (b) for systematic coverage of five pollutants with sources and health effects, and 30% to (c) for landfill site selection criteria and biochemical processes. Structure with clear sub-headings, present calculations in tabular format, and conclude with practical implications for Indian conditions.
Key points expected
- (a)(i) Correct application of Manning's equation with given B/D=5 ratio to solve for normal depth and base width, verification of hydraulic parameters
- (a)(ii) Classification of spillways (ogee, chute, shaft, siphon, side channel) with sketches; energy dissipation methods (hydraulic jump, ski jump, roller buckets) with Indian dam examples like Bhakra or Hirakud
- (b) Systematic presentation of five pollutants: sources (industrial, vehicular, thermal power) and specific health effects (neurotoxicity, nephrotoxicity, carcinogenicity, Minamata disease, CO poisoning)
- (c)(i) Site selection criteria: hydrogeological isolation, distance from water bodies, accessibility, soil permeability, climatic factors, social acceptance referencing CPHEEO/MSW Rules
- (c)(ii) Anaerobic decomposition phases, gas generation (CH₄, CO₂, H₂S), leachate formation chemistry with relevant equations; leachate migration and control measures
Evaluation rubric
| Dimension | Weight | Max marks | Excellent | Average | Poor |
|---|---|---|---|---|---|
| Concept correctness | 20% | 10 | Correctly identifies hydraulic radius for trapezoidal section; accurately classifies spillway types and energy dissipators; precisely describes toxicological mechanisms for all five pollutants; correctly explains anaerobic landfill phases with proper biochemical pathways | Minor errors in geometric relationships for channel; incomplete spillway classification; generic health effects without specific pathways; basic landfill concepts without phase differentiation | Fundamental errors in channel geometry; confuses spillway types with gates; incorrect health effects or missing pollutants; misunderstands anaerobic decomposition or leachate chemistry |
| Numerical accuracy | 20% | 10 | Correctly solves Manning's equation with B/D=5 constraint yielding accurate normal depth (~4.8m) and base width (~24m); proper unit consistency throughout; verification of Froude number and flow regime | Correct approach but arithmetic errors in final values; inconsistent units; incomplete verification | Wrong formula application; ignores B/D constraint; order of magnitude errors; no verification |
| Diagram quality | 15% | 7.5 | Neat trapezoidal channel cross-section with all dimensions labeled; clear spillway profiles (ogee crest, chute, ski jump bucket); labeled landfill gas and leachate migration diagrams; Indian dam examples illustrated | Basic sketches without proper labeling; missing critical dimensions; generic diagrams without context | No diagrams or unrecognizable sketches; diagrams contradict text description |
| Step-by-step derivation | 25% | 12.5 | Systematic derivation: geometric relations (A, P, R), substitution in Manning's equation, iterative solution for D, calculation of B, verification; clear logical flow for landfill chemical reactions with balanced equations | Some steps skipped or condensed; jumps to final formula; incomplete reaction sequences | No derivation shown; only final answers; disconnected statements without logical progression |
| Practical interpretation | 20% | 10 | Relates channel design to lining material selection and maintenance; cites Indian dams (Tehri, Sardar Sarovar) for spillway examples; references Indian standards (CPCB, MSW Rules 2016); discusses methane recovery from landfill gas and leachate treatment in Indian context | Generic practical remarks without Indian context; standard textbook applications; superficial environmental connections | No practical application; purely theoretical treatment; irrelevant examples |
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