In adjustment of geodetic and photogrammetric networks. the surveying engineer faces many problems. such as errors of blunder nature in the observations (when comparing the homogeny of precision) make these observations odd from the result. and effecting directly on observation values after adjustment. https://www.bekindtopets.com/mega-offer-14-x2-125-Knobby-Tire-for-the-Gyroor-C3-Electric-Bike-quick-super/