The following table presents a historical series of maximum annual rainfall in a hydrographic basin. Year máx Rainfall. (mm) 1990 1991 1992 1993 1994 1995 1996 1997 1998 120 150 110 78 75 65 125 62 232 1999 123 If the rainfall follows the trend of that sample, using the Gumbel distribution, calculate the return time of rainfall greater than or equal to 123 mm.

Q: a) top most, lef tmost FIND: b) botton-most, right-most 3cm 0.5 r= 1.25 y 125 } 05 Vb cm 1.5 3 I 1.5…

A:

Q: 2.) For the shape shown to the right: in. plate C5x9 steel -L2x2x¹ steel Find: a.) Find the centroid…

A: Given A composite section  Required  Centroid location  Moment of inertia about centroidal x axis

Q: Determine the y-coordinate of the centroid of the shaded area. y 0.39h 62° 62° Answer:

A: Determine the y-coordinate of the centroid of the shaded area.

Q: Determine the location of the centroid of the area from the x-axis. Fromm 30mm 60mm

A:

Q: Determine the centeroid of the shaded area * ?shown in fig

A: Divide the whole area into five areasA1=area of rectangle=8×5=40m2    with local centroid (4,…

Q: (ZZ+10) (ZZ+10) AA -5m5m AA 8 m 2 m FR (N) y

A: FR = - 20 k + 20 k - 68 k - 68 k = -136 k  N (↓) Taking moment with respect to O. MR = ∑r × F = MRx…

Q: 6.149 and 6.150 Determine the force P that must be applied to the toggl CDF to moir in brooko ARC in…

A:

Q: The positions in a sequence changed

A: this is the problem related to fill in the blanks .

Q: Determine external indeterminacy

A: Given data : Number of external support reaction (R)=2+1+1+1+1=6Number of member (m)=4Number of…

Q: Determine the x- and y-coordinates of the centroid of the shaded area. Dinntor in milinetors ::

A:

Q: Determine Ix (Axis at Centroid) 5.) Determine Iy (Axis at Centroid) 6.) Determine Jo (Axis at…

A: To find moment of inertia about x and y axis

Q: Determine static indeterminacy

A: Given data : The given beam has 4 support . It has one pinned support and 3 roller support .…

Q: Q2: Determine the centroid of shaded arca shown in Figure. Take b-10 cm.

A: Given: The value of b is 10 cm. Consider the figure,

Q: Q: From the figure below, find the elevation of points A, B and C. Knowing that the elevation of the…

A:

Q: Find the moment of inertia Ix'x for the cross-section shown, Point C is the center of area for the…

A: Consider the figure,

Q: Figure, 50mm 50mm 50mm 50mm 250mm N.A C.g 100mm 93 100mm 100mm

A:

Q: Determine Degree of static indeterminacy XX

A: Given data : Number of member =23 Number of joint (J)=12

Q: Find the centroid along x- axis of the shaded area. х- ахis mm. y 600 mm 600 mm 300 mm

A:

Q: Problem 4: Locate the centroid x of the area. y 4 m 1 ! y = 4 16 -8 m-

A:

Q: Determine the x-coordinate of the centroid of the shaded area by integration.. y 1 30 24 34 Answer:…

A:

Q: 2J Lind max. We? it A 530 Mpa Joomm 2m t 300 .......... J00

A: Given data: σc≤60 MPaσt≤30 MPa UDL is w kN/m point load is w kN

Q: Obtain the center of gravity of the surface area of the plane plate of constant thickness in the…

A: To find centroid And area

Q: . What is the value DG? 2. What is the value FG? 3. What is the value FH?

A:

Probability, risk and uncertainty analysis for hydrological design

It gives a framework that is financially critical for finding the exceptional designs of hydrological systems with a reduced cost in total inclusive of the project cost and the disaster mitigation cost. But there would be hardly any assessment of a decent quality damage function. Hence, errors in demonstrating the hydrologic events, incorrect model parameters, and so on may occur. Here, we will discuss a specific hydrological design that of a detention basin for studying and understanding the risk-based procedure, uncertainties, and probability analysis by following a systematic framework.