Engineering Hydrology ECIV 4323 CHAPTER 1 INTRODUCTION Instructor

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Engineering Hydrology (ECIV 4323) CHAPTER 1: INTRODUCTION Instructor: Dr. Yunes Mogheir 2019 -1

Engineering Hydrology (ECIV 4323) CHAPTER 1: INTRODUCTION Instructor: Dr. Yunes Mogheir 2019 -1

1. 1 Introduction - Hydrology is the science of water: - -2 It is

1. 1 Introduction - Hydrology is the science of water: - -2 It is the science that deals with the occurrence, circulation, and distribution of water of the earth and earth’s atmosphere. It is concerned with water in streams and lakes, rainfall and snowfall, snow and ice on the land, and groundwater. It is of inter-disciplinary nature.

… 1. 1 Introduction In general, hydrology deals with Estimation of water resources. The

… 1. 1 Introduction In general, hydrology deals with Estimation of water resources. The study of processes such as precipitation, runoff, evapotranspiration and their interaction. The study of problems such as floods and droughts and strategies to combat them. -3

1. 2. Hydrologic Cycle -4

1. 2. Hydrologic Cycle -4

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- Hydrologic Cycle Processes Precipitation Atmospheric water Evaporation Infiltration Land Surface Water Soil water

- Hydrologic Cycle Processes Precipitation Atmospheric water Evaporation Infiltration Land Surface Water Soil water Surface Runoff Groundwater Recharge (Percolation) Baseflow System -6 Groundwater

1. 3. Water Budget Catchment Area or Watershed? Catchment area or drainage basin or

1. 3. Water Budget Catchment Area or Watershed? Catchment area or drainage basin or river basin or watershed is defined as: The area drained by a stream or a system of connecting streams such that the surface runoff originating in this area leaves the area in concentrated flow through a single outlet. Catchment boundary or watershed or divide for the site At A Catchment boundary for the site At B Stream Outlet A Or Station A Stream Outlet B Tributary -7

Wadi Gaza: Estimated average annual flow = 15 MCM / yr -8

Wadi Gaza: Estimated average annual flow = 15 MCM / yr -8

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Water budget equation System Concept Hydrologic analysis for various applications and models begins with

Water budget equation System Concept Hydrologic analysis for various applications and models begins with the system concept. System Boundary INPUTS SYSTEM OPERATORS OUTPUTS Vi – V 0 = S I - Q = S/ t (change in storage with respect to time) -10 I = inflow volume per unit time Q = outflow per unit time

Typical Water Budget System Components P E P = precipitation E = evaporation T

Typical Water Budget System Components P E P = precipitation E = evaporation T = transpiration R = Surface runoff G = net groundwater flow S = change in storage T R G P - R - G - E - T = S - Example 1. 1 and 1. 2 -11

Example 1. 1 A lake has a surface elevation of 103. 2 m above

Example 1. 1 A lake has a surface elevation of 103. 2 m above a datum at the beginning of a certain month. In that month the lake received an average inflow of 6. 0 m 3/s from surface runoff. In the same period the outflow from the lake had an average value of 6. 5 m 3/s. In that month the lake received a rainfall of 145 mm and the evaporation from the lake surface was 6. 10 cm. The average area of the lake is 5000 ha and assume no contribution from or to the groundwater storage. Write the water budget equation for the lake and calculate the water surface elevation at the end of that month. -12

1. 4. World Water Balance Oceans Saline water on land Fresh: Groundwater 96. 5

1. 4. World Water Balance Oceans Saline water on land Fresh: Groundwater 96. 5 % of total 1% of total 2. 5 % of total 30. 1 % of fresh water Polar Ice 68. 6 % of fresh water Lakes & Rivers 0. 266 % of fresh water Check tables 1. 1 and table 1. 2 in your text book -13

Global Water Balance (Table 1. 2 in textbook) Global Average Precipitation (per year): Ocean

Global Water Balance (Table 1. 2 in textbook) Global Average Precipitation (per year): Ocean (70. 8 %) and Land (29. 2%) 127 cm x 0. 708 + 80 cm x 0. 292 = 113. 2 cm/yr Global Average Evaporation (per year): 140 cm x 0. 708 + 48. 4 x 0. 292 = 113. 2 cm/yr -14

1. 6. Application in Engineering ►We need hydrology in the design and operation of

1. 6. Application in Engineering ►We need hydrology in the design and operation of water resources engineering projects such as those for irrigation, water supply, flood control, water power and navigation. More specific examples: - The capacity of storage structures such as reservoirs - The magnitude of flood flows to enable safe disposal of excess flow - Floodplain analysis and delineation - The minimum flow and quantity of flow available at various seasons - Erosion and sediment control - The interaction of the flood wave and hydraulic structures, such as levees, reservoirs, and bridges ►The hydrologic study should of necessity precede structural and other detailed design studies. -15

1. 7. Sources of Data The data normally required: - Weather records ( temperature,

1. 7. Sources of Data The data normally required: - Weather records ( temperature, humidity, wind velocity) - Precipitation data - Stream-flow records - Evaporation and transpiration data - Infiltration characteristics of the area - Groundwater characteristics - Physical and geological characteristics -16