Are Head Pressures in Two Different Wells Comparable?

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SUMMARY

The discussion centers on comparing head pressures in two wells with differing depths and static water levels. Well 1 is 480 ft deep with a static water level of 160 ft, while Well 2 is 720 ft deep with a static water level of 560 ft. The participants suggest calculating the weight of the water columns to determine if the head pressures are comparable within a 10% margin. Additionally, it is concluded that increasing Well 2's depth to 1100 ft, while maintaining the same water bearing strata and static water level, does not affect the head pressure outcome.

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Hydrologists, civil engineers, water resource managers, and anyone involved in well design and analysis will benefit from this discussion.

mathmanta
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Hiya,

Hope this is the right section - I didn't see a hydrology section.

I'm presenting this like a homework question, but its more for a conversation at my office.

There are two wells. The water in the two wells is the same (no density difference etc... - but that doesn't mean it's "fresh" water)

Well 1: This well is 480 ft deep and the static water level is 160 ft. The water bearing strata is at 480 ft. The casing is 6" I.D.

Well 2: This well is 720 Ft deep and the static water level is 560 ft. The water bearing strata is at 720 ft. The casing is 10" I.D.

What formula could I use for:

Q1:

Is the head pressure the same (within 10%) between the two wells?


And, is this true or false:

Q2:

If well 2 was 1100 ft deep, but the water bearing strata was still 720 Ft and static water level is 560 ft, the result does not change.

Ideas?
 
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Hmm...

Well (pun), I guess for now I will simply calculate the weight of the water columns and see if they are the same.
 

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