Coriolis Effect
hope i helped <span />
Explanation:
The frictional resistance of the various pipes are given by the
K value in the table which may be used with the formula
hf = KQ2
to relate the magnitude of head loss hf in the pipeline
to the volumetric flow rate, Q. Water is drawn at the constant flow
rates from the network at nodes C and D. The static heads
(elevation + pressure head) at nodes B, C and D are 100m, 65m
and 61m respectively above the local datum. Calculate the
discharges at C and D and the water level in reservoir A. (The
data has been added to the diagram to aid the solution)
Use no more than 3 iterations and 3 significant figures.
Answer:
Chord UV = 5
Explanation:
Recall that Theorem of congruent chords relating to their arcs states that the intercepted arcs of two chords are congruent if the two chords are of the same length.
The converse of this theorem states that if two intercepted arcs of two corresponding chords are congruent, then the two chords are congruent to each other.
Let's apply the converse of this theorem to the problem given.
We are given that the intercepted arcs of chord UV and chord UT are 34° each.
Therefore, chord UV must be congruent to chord UT.
Since chord UT = 5
Therefore, chord UV = 5
Answer:
it's the last one, all of the others don't make enough sense
