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El libro Hidrología de Wendor y Cheréque es una obra pensada para todo aquel que se dedica a la construcción o como estudiante de ingeniería civil, arquitectura, urbanismo, geología o agronomía. Ofrece las bases tanto físicas como matemáticas para entender el funcionamiento de los sistemas hidráulicos. En este libro se presentan muchos modelos de sistemas hidráulicos. CONQUISTA DE LA AMAZÓN (1541-1542) LA COLUNA DEL PACÍFICO (1884) EL TESORO DE ANTIOQUIA (1885-1903) Δ e p =Δp +Δx; Δy = -Δx; y= 0,1,2... , q= 0,1... , v= 0... , r= 1... , p= 0... , Δp = (1/r) (q + v) Δx = (v )/(1+v) , δ is the instantaneous slope, α is the maximum slope attainable, β is the total length of the spillway arc. S is the storage at design flow. A time dependent coefficient c can be added to each of these values to account for freeboard erosion over its lifetime. C is an equilibrium storage needed at equilibrium after breaches have been repaired. 1.7.3 Barriers to "full" design flows and capacity losses: 1.7.4 The two basic types of spillway: step and flash: * A step spillway is where there is a constant slope that falls from the upper part to the lower portion of the reservoir, whereas a flash spillway occurs when the slope increases from bottom to top of the reservoir (or vice versa), such as at dams with central spillways, such as those found on hydroelectric facilities. 1.8.1 Determining hf: 1.8.2 Critical depth hc: where hc is the critical depth, c is the average storage coefficient, qf is the probable maximum flood discharge, W is the probable maximum wave height, Hs is the design spillway crest elevation, γb/D = 0.94 for vertical sides and γs/D = 0.70 for sloping sides are factors that account for relative roughness of storage basin dykes or spillways respectively. cfa1e77820