134.  For high flood estimates the average value of the constant C in Dicken's formula Q = CA3I4 , is
A.6.5
B.8.5
C.9.5
D. 11.5.

---

135. Ryve's formula for flood estim te in cumecs, is
A. Q CA3I4
B. = CA2I3
C. Q = CA112
D. Q = CA114

---

136. For the estimate of high floods in fan-shaped catchment, the formula used is
A. Dicken's formula
B. Ryve's formula
C. Inglis formula
D. none of these.

---

137.  Burge formula Q -= 19.6 L2/3 cumecs is based upon
A. rainfall and drainage area
B. run off and drainage area
C. drainage area and its shape
D. drainage area.

---

138.  Pettis formula Q = C (P.B)5I4 cumecs, is based upon
A. rainfall and drainage area
B. run off and drainage area
C. drainage area and its shape
D. drainage area.

---

139. Boston society of Civil Engineer's formula Q = 0.0056 D in cumecs/square km is based upon
A. rainfall and drainage area
B. total run off and drainage area
C. drainage area and its shape
D. drainage area.

---

140.  For predicting floods of a given frequency, the best reliable method is
A. Unit hydrograph method
B. Gumbel's analytical method
C.California method
D. None of these.

---