longisland
Geotechnical
- Sep 25, 1999
- 82
Hello,
I'm posting on behalf of my friend. Recently, he got an overseas job from the far east, he's asked to do a drainage design for a rural road. The road itself is roughly 40 miles long. However, there is no rainfall station along the proposed road. There is a station at on end of the road but the nearest station to the other end is about 20 miles away. The road itself is running on a mountainous terrain. The job is somewhere in Fiji. The weather is pretty hot. Is there anyway to make use of the limited data to interpolate or extrapolate data between the two stations?
He needs to form a rainfall intensity chart for hydrological analysis.
I was told polynomial equations are used to solve this problem; is there any reference I can refer to?
Thanx in advance
I'm posting on behalf of my friend. Recently, he got an overseas job from the far east, he's asked to do a drainage design for a rural road. The road itself is roughly 40 miles long. However, there is no rainfall station along the proposed road. There is a station at on end of the road but the nearest station to the other end is about 20 miles away. The road itself is running on a mountainous terrain. The job is somewhere in Fiji. The weather is pretty hot. Is there anyway to make use of the limited data to interpolate or extrapolate data between the two stations?
He needs to form a rainfall intensity chart for hydrological analysis.
I was told polynomial equations are used to solve this problem; is there any reference I can refer to?
Thanx in advance