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The Shape of a Hydrograph

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The Shape of a Hydrograph
The shape of the hydrograph varies according to a number of controlling factors in the drainage basin

A number of factors (known as drainage basin controls) influence the way in which a river responds to precipitation and have an effect on the shape of the hydrograph.
The size, shape and relief of the basin are important controls. Water takes longer to reach the trunk stream in a large, round basin than in does in a small, narrow one

Where gradients are steep, water runs off faster, reaches the river more quickly and causes a steep rising limb. Prolonged heavy rain causes more overland flow than light drizzly rain.
Different river catchments produce different shapes of hydrograph. A 'flashy' hydrograph has a short lag time, high peak discharge, and steep rising and falling limbs; a 'damped' hydrograph is the opposite. Urban development is likely to make a river catchment more 'flashy' and prone to flooding, because of rapid runoff from impermeable tarmac surfaces into streams. Hello MAtthew

The shape of a hydrograph changes according to a number of controlling factors in the drainage basin. An example is the amount of
VEGETATION / SOILS (INFILTRATION CAPACITY)
LEVEL OF URBANISATION
LAND USE
GRADIENT / RELIEF
DRAINAGE DENSITY
ANTECEDENT CONDITIONS
SHAPE
GEOLOGY / LITHOLOGY
CHANNEL CHARACTERISTICS
PRECIPITATION INTENSITY / DURATION
CLIMATE
TIME OF Y
The shape of hydrograph changes according to many controlling factors in the drainage basin. An example is if there is a steeper gradient on the surface at which the water is running of it means that the water runs off faster and reaches the river quicker and causes a steep rise on the graph like on the Hydrograph of River Secton there is lots of discharge, compared to the River Dorth hydrograph at which the slope on the graph is shallower meaning that the surface is gentler. Also areas of permeable rocks and soil allow more infiltration to and so there is less surface runoff which means that the

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    References: Abt, S.R., Wittler, R.J., Taylor, A., Love, D.J., 1989. Human stability in a high flood hazard zone. Water Resources Bulletin 25 (4), 881–890. Alexandrowicz, Z., 1994. Geologically controlled waterfall types in the Outer Carpathians. Geomorphology 9, 155–165. Alonso, C.V., Bennett, S.J., Stein, O.R., 2002. Predicting head cut erosion and migration in concentrated flows typical of upland areas. Water Resources Research 38 (12), 39-1–39-15. American Society of Civil Engineers, 1986. Lessons Learned from Design, Construction, and Performance of Hydraulic Structures. American Society of Civil Engineers, New York. Bakhmeteff, B.A., Matzke, A.E., 1936. The hydraulic jump in terms of dynamic similarity. Transactions, ASCE 101, 630–647. Balachandar, R., Kells, J.A., Thiessen, R.J., 2000. The effect of tailwater depth on the dynamics of local scour. Canadian Journal of Civil Engineering 27 (1), 138–150. Bellin, A., Fiorotto, V., 1995. Direct dynamic force measurement on slabs in spillway stilling basins. Journal of Hydraulic Engineering, ASCE 121 (10), 686–693. Bennett, S.J., Casali, J., 2001. Effect of initial step height on headcut development in upland concentrated flows. Water Resources Research 37 (5), 1475–1484. Bennett, S.J., Alonso, C.V., Prasad, S.N., Römkens, M.J.M., 2000. An experimental study of headcut growth and migration in upland concentrated flows. Water Resources Research 36 (7), 1911–1922. Bollaert, E., Schleiss, A., 2003. Scour of rock due to the impact of plunging high velocity jets: Part I. A state-of-the-art review. Journal of Hydraulic Research 41 (5), 451–464. Bombardelli, F.A., Guala, M., García, C.M., Briskin, B., García, M.H., 2002. Mean flow, turbulence, and free-surface location in a canoe chute model.…

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