GATE CE 2016 Set 1 — Question 25
Go beyond PYQs with Success TrackerAI-powered personalised practice and doubt support. Unlimited practice on eligible plans; AI usage limits apply.MCQ+1 / -0.33EasyFlood RoutingHydrographs & GroundwaterWater Resources Engineering
Water Resources Engineering → Hydrographs & Groundwater → Flood Routing
Last updated
Question
The type of flood routing (Group I) and the equation(s) used for the purpose (Group II) are given below.
The correct match is
| Group I | Group II |
|---|---|
| P Hydrologic flood routing | 1. Continuity equation |
| Q Hydraulic flood routing | 2. Momentum equation |
| 3. Energy equation |
Correct answer
(B) P - 1; Q - 1 & 2 only
Solution
Hydrologic flood routing (lumped routing) uses only the continuity equation. Hydraulic flood routing (distributed routing) uses both the continuity and momentum equations (Saint-Venant equations). The energy equation is not typically used for flood routing.
Continue learning with Success Tracker
A step still unclear? Work through it with support
Use Success Tracker to ask about the reasoning, then try another GATE CE question to check your understanding.
AI-powered practice· Unlimited practice on eligible plans
- PYQs with solutions
- Attempt available previous-year questions, then compare your reasoning with the worked solution. Coverage varies by stream.
- Practice that adapts
- Choose a topic, work on weaker areas and bookmark questions to revisit. Your attempts feed your progress tracking.
- AI doubt support
- Ask follow-up questions about a step or concept while practising, instead of stopping at the final answer.
Unlimited practice is available on eligible plans. Free practice and AI usage have limits; check the current plan allowances before choosing.
This page stays readable without an account. AI responses can be wrong; check them against the solution and source material.
More questions on Hydrographs & Groundwater
2026 Set 1 Q16Two reservoirs having different water levels are connected by two long parallel pipelines of same…2026 Set 1 Q17An irrigation canal is to be designed to deliver 10 cumec to meet the peak demand of 7500 hectare…2026 Set 2 Q19The Culturable Command Area (CCA) for a canal is 10000 hectares. The base period for a crop in the…2026 Set 2 Q20Following statements are made with respect to the mass curve of rainfall: (I) Slope at a point on…2026 Set 1 Q23Gradually Varied Flow (GVF) profiles in open channels given in Column 1 are to be matched with the…