Further to my dear friend comment on m-correction with po entry. Here I would to clarify the statement I posted on yesterday.
The case I mentioned was the surveyor started with assume bearing and found old mark during traverse. Normally, the surveyor need to orientate the traverse value to better orientation. Subsequently, you are able to see a few m-correction in the field book but no to the surveyor start with sun azimuth. Then solve all the m-correction matter.
The traverse with assume bearing needed better orientation. Here, usually by manual method we calculate po (computation) & new (computation). By the computation of po & new, the surveyor will adjust new (traverse) to po value to look for the mark.
So, my dear friend. Can you please briefly how we are going to define in e-submit?
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3 comments:
unfortunately, u need to have a sun observation somewhere on the traverse in this case. please don't reply in such a hostile manner, i'm just trying to help.
Dear my friend,
If my wording is hostile manner. Please accept my apology. I do no means to insult you. sorry. Your comment is highly appreciated.
lai
i have discovered that you can use median correction for this purpose. key in the PO value in e-submit (PO entry) then apply m-correction.
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