测绘与空间地理信息
測繪與空間地理信息
측회여공간지리신식
GEOMATICS & SPATIAL INFORMATION TECHNOLOGY
2012年
11期
169-171
,共3页
三角高程%大气折光%垂线双目标%精度%边坡
三角高程%大氣摺光%垂線雙目標%精度%邊坡
삼각고정%대기절광%수선쌍목표%정도%변파
triangulated height%atmospheric refraction%double - targets located on vertical line%precision%slope
从边坡沉降监测实际数据,可以看出若采用基于高边坡垂直特征线下双目标三角高程观测,在选择了有利的观测条件,并进行差分计算后,可以有效地消除或减弱大气折光带来的误差,相对没有进行动态改正的单向观测(按0.14的经验折光系数进行修正)结果,精度提高比较明显。本方法所需设备条件简单,具有测量方便、精度高和安全实用特点。
從邊坡沉降鑑測實際數據,可以看齣若採用基于高邊坡垂直特徵線下雙目標三角高程觀測,在選擇瞭有利的觀測條件,併進行差分計算後,可以有效地消除或減弱大氣摺光帶來的誤差,相對沒有進行動態改正的單嚮觀測(按0.14的經驗摺光繫數進行脩正)結果,精度提高比較明顯。本方法所需設備條件簡單,具有測量方便、精度高和安全實用特點。
종변파침강감측실제수거,가이간출약채용기우고변파수직특정선하쌍목표삼각고정관측,재선택료유리적관측조건,병진행차분계산후,가이유효지소제혹감약대기절광대래적오차,상대몰유진행동태개정적단향관측(안0.14적경험절광계수진행수정)결과,정도제고비교명현。본방법소수설비조건간단,구유측량방편、정도고화안전실용특점。
Seeing from monitoring data used for high slope settlement, it is known that the height error caused by atmospheric refraction could be effectively eliminated or decreased when the difference is carried out in the wake of the method of triangulated height surveying based on double - targets which are located on the same vertical line. Comparing to one - way observation without dynamic correction (just choose the 0.14 experience refraction coefficient as atmospheric refraction correction) in the same condition, the observation precision is raised obviously. Only with simple surveying equipment to acquire more accuracy height result, this method has the characteristic of prosperity of convenient surveying with safety and practicality.