An artificial reservoir is obtained via a concrete dam. Water backs up behind the concrete dam as shown in Figure 1. Leakage under the foundation gives a pressure distribution under the dam as indicated, with pa= y h and pay hw. If the water depth, h, is too large, the dam will topple over about its toe (point A). Base your analysis on a unit length of the dam (i.e., length in the direction entering the page). The specific weight of the concrete is yc= 25000 + 10 (a + B) N m³, with a and ß defined at the end of this document. 1. Determine the maximum water depth that can be achieved without dam failure in the case shown in Figure la. 2. Determine the maximum water depth that can be achieved without dam failure in the case shown in Figure 1b (the dimensions are the same as in Figure 1a). 3. Which case leads to a larger h? Explain briefly why. The report must contain figures showing schematically the forces (magnitudes roughly in scale, directions and lines of action) used to calculate the maximum water depths achievable in the two cases. Data: hp 12+0.05 a m hr = 1 m 0=650 y=9800 Nm ³ L=2+0.05 Bm R = 1 m Yc=25000 + 10 (a + B) N m³
An artificial reservoir is obtained via a concrete dam. Water backs up behind the concrete dam as shown in Figure 1. Leakage under the foundation gives a pressure distribution under the dam as indicated, with pa= y h and pay hw. If the water depth, h, is too large, the dam will topple over about its toe (point A). Base your analysis on a unit length of the dam (i.e., length in the direction entering the page). The specific weight of the concrete is yc= 25000 + 10 (a + B) N m³, with a and ß defined at the end of this document. 1. Determine the maximum water depth that can be achieved without dam failure in the case shown in Figure la. 2. Determine the maximum water depth that can be achieved without dam failure in the case shown in Figure 1b (the dimensions are the same as in Figure 1a). 3. Which case leads to a larger h? Explain briefly why. The report must contain figures showing schematically the forces (magnitudes roughly in scale, directions and lines of action) used to calculate the maximum water depths achievable in the two cases. Data: hp 12+0.05 a m hr = 1 m 0=650 y=9800 Nm ³ L=2+0.05 Bm R = 1 m Yc=25000 + 10 (a + B) N m³
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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