It was first detected by Robert Wilson and Arno Penzias.
<span>There are a few ways that may cause me to forget the process of classical conditioning. First, I could be having retroactive interference. In this case, the newer information that I am just now learning about could be interfering with my retrieval of previous information. Second, I could be experiencing decay. This would mean that it’s been so long since I’ve learned about classical conditioning that my memory trace has not been used and I’ve started to forget about it. Finally, I also could simply have failed to process the memory in a process known as encoding failure. (One more option is that I am suffering from retrograde amnesia, but that is unlikely).</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:
I'm guessing it's a diploma.
