Flow peaked first at the spring, and suspended sediment peaked next. Then nearly identical uranine, chloride, and 未D peaks occurred. Temperature was the last of the tracers to peak. The initial increase in flow at the spring recorded the time at which the water reached a submerged conduit, sending a pressure pulse to the spring at approximately the speed of sound in open water. The initial increase in uranine, chloride, and 未D at the spring recorded the arrival of the recharge water. The initial change in temperature and its peak occurred later than the same features in the uranine, chloride, and 未D breakthrough curves. As water flowed along this flow path, water exchanged heat with the aquifer, producing a lagged, damped thermal peak at the spring. The combination of hydraulic response and conservative and nonconservative tracers illustrates unique pressure, advective, and nonconservative processes.
Geometrical properties of the flow system may be estimated using these tracers. By summing discharge between the time of the initial increase in stage produced by a pressure pulse in a fully phreatic flow path and the time of the chloride peak, the conduit volume is estimated as 47 卤 10%m3. Heat transport simulations were used to reproduce the modified thermal signal, and simulations with planar flow paths and hydraulic diameters of 7 and 8 cm produced the best fits to the observed temperature breakthrough curve. These volume and hydraulic diameter estimates together predict a bedding plane flow path that is 3.5 cm high by 9 m wide or 4 cm high by 8 m wide. The different tracers provide complementary information, and the combination of parameters provides useful constraints on flow path geometry.