題目 1 · Resource-based 結構題
10 分Refer to the following data showing two storm hydrographs (Curve A and Curve B) for the same drainage basin before and after rapid urban development. Curve A (forested catchment): Peak discharge is 15 cubic meters per second, lag time is 6 hours. Curve B (urbanized catchment): Peak discharge is 45 cubic meters per second, lag time is 2 hours. (a) (i) Define the term 'lag time'. [1 mark] (a) (ii) State the difference in peak discharge between Curve A and Curve B. [1 mark] (b) Explain two human modifications of the channel or drainage basin that lead to a shorter lag time and higher peak discharge in urban areas. [4 marks] (c) Evaluate the effectiveness of one structural and one non-structural strategy used to manage flood risk in a drainage basin. [4 marks]
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解題
Part a i: Lag time is defined as the time delay between the point of maximum rainfall intensity and the peak discharge of the river. Part a ii: The difference in peak discharge is calculated by subtracting Curve A peak (15 m3/s) from Curve B peak (45 m3/s), resulting in 30 m3/s. Part b: Urbanization modifies drainage basins in several ways: 1. Replacing natural vegetation and soil with impermeable surfaces like concrete and asphalt stops infiltration. This forces water to flow overland as surface runoff, which travels much faster than baseflow or throughflow. 2. Artificial drainage networks (gutters, storm drains, and lined channels) are designed to remove water from urban surfaces as quickly as possible, directly routing it into local streams and significantly reducing the lag time. Part c: Structural strategies like levees or channelization physically alter the environment to contain water. While effective at protecting specific high-value zones, they are expensive, alter natural river ecosystems, and can exacerbate flooding downstream. Non-structural strategies like land-use zoning or afforestation work with natural processes. Zoning prevents construction in flood-prone areas, reducing economic vulnerability without altering hydrology, but it is politically difficult to enforce and cannot easily protect existing historic buildings.
評分準則
Part a i: Award 1 mark for a correct definition of lag time. Part a ii: Award 1 mark for the correct difference of 30 cubic meters per second (accept 30). Part b: Award 2 marks for each explained modification (1 mark for identifying the modification, such as impermeable surfaces or storm drains, and 1 mark for explaining how it speeds up the transfer of water to the channel). Maximum 4 marks. Part c: Award up to 2 marks for the evaluation of a structural strategy (highlighting both a strength and a limitation) and up to 2 marks for the evaluation of a non-structural strategy (highlighting both a strength and a limitation). Maximum 4 marks.