Introduction

Recent mass and energy balance studies of glaciers and snow fields of large area have revealed a need for basic investigations into the ablation mechanisms relating to ice and snow (Reference FöhnFöhn, 1973; Reference Wendler and N.Wendler and Ishikawa, 1973; Reference AmbachAmbach, 1976). A study into the development of temperate winter snow covers has been carried out by the Institut für Geographie der Universität München since 1971; this research is part of a long-term hydrological research programme (Reference Herrmann, Herrmann, Priesmeier and WilhelmHerrmann and others, 1973). The present study investigates snow-cover development in a catchment region, of area 18.7 km², situated at the northern edge of the Bavarian Alps (670–1 801 m a.s.l.).

The lysimeter described here was developed in order to obtain detailed information about the run-off from alpine snow covers at low or medium altitudes. Such run-off is initiated by both melting and frequent winter rainfalls. Preliminary results from the study have already been published (Reference HerrmannHerrmann, 1974) and include estimates of ablation from the snow cover calculated from energy-balance data and from lysimeter records.

A simple water-sampling mechanism, involving only a few instrumental modifications, was added to the lysimeter in 1975 to permit the estimation of the isotopic content of the run-off.

Instrumentation system

The lysimeter (Fig. 1) consists of two parts: a snow-collection area, and a recording unit, connected by a plastic tube.

Fig. 1 The recording snow lysimeter.

The snow-collection area is square and 25 m² in area. This is probably the smallest size which can be used with any confidence that its results can be applied to larger snow covers. Larger catchment areas pose many research difficulties, in particular the problem of collecting and recording large quantities of water.

The snow catchment area is bordered by planks 0.1 m high. The ground within this border is covered with polyethylene sheet, 0.2 mm thick; this material is preferred to polyvinyl chloride as its thermal conductivity and radiative properties are more suitable. The ground of the catchment area slopes to a central outlet located in the middle of a border plank. We assume that the liquid which runs into the area from outside, at the upper edge of the area, is balanced by liquid which runs out at the lower border without being recorded. Funnelshaped catchments ought not to be used, incidentally, as inflow which is not compensated by outflow can occur, with a circular design, and this leads to a systematic error. However, with a square area, liquid travel times must be taken into account in the calculations; water from different parts of the area will take different times to arrive at the outlet.

The water-collection system consists of a floatation chamber in the form of a plastic barrel (Fig. 2) installed in a pit. The barrel outlet, diameter 1.5 in (3.75 cm), is some distance above the level of the pit base and is controlled by a 24 V d.c. magnetic valve. This allows the lysimeter to be controlled in remote areas where no mains electricity is available. Two standard accumulators (84 A h) are sufficient to supply the low current requirements of the valve for a whole winter.

Fig. 2 A photograph of the water-collection barrel and, above it, the water-level recorder.

The magnetic valve is controlled by two microswitches mounted in the recording unit of the lysimeter, which is an Ott vertical-drum water-level recorder with a variable recording scale (Fig. 2). These switches operate in the following way: When the water level reaches its maximum height of 0.25 m, the recorder pen closes the first microswitch. This allows current to flow to the valve, which opens, and allows water to run out of the barrel. As the water level drops, the recorder pen moves towards the minimum end of its scale eventually closing the second microswitch which shuts down the current and closes the valve again.

The recording drum of the water-level recorder is driven by a robust clockwork mechanism. The drum rotates once in 8 d producing a linear chart speed of 2 mm/h. Other speeds are possible as the transmission gears can be changed, but the speed quoted here was found to be the most suitable for establishing the relationships between the volume of water arriving from the catchment area and such quantities as cask dimensions and decay of the recording curves with time.

The pit which contains the recording and collecting units is covered by planks and snow. This maintains the pit at temperatures considerably above freezing point. However, additional protection is recommended for the recording unit which is made largely of metal. The formation of ice on the pulleys and belts of the transmission system can be minimized by isolating the recorder housing with "Styropor" plates. In an emergency, defrosting liquids can be sprayed into the unit to keep the recorder at work. A pit area of 1 m² is sufficient for the water from a previous emptying operation to have soaked into the ground before the next emptying, even with a pit bed of argillaceous morainic deposits.

The readings obtained using this system represent the mean water run-offs during the periods between emptying. If slight modifications of the basic unit are made (Fig. 3) then the water samples can be collected and retained instead of being lost to the ground. Such retention allows analysis of the snow-cover run-off, e.g. for its isotopic composition. The modification consists of the introduction of a central cavity into the bottom of the barrel in which the float is held, with the position of the barrel outlet below the level at which the second microswitch closes the outlet valve. Thus, nearly all the collected water leaves the barrel during the emptying operation. A certain proportion of this outflow can be lead to a 5 dm³ sample box through a in (0.65 cm) diameter plastic tube inserted in the bottom of the magnetic-valve outlet. The proportion of liquid sampled is controlled using a clip on the tube. Thus, the isotopic proportions in a run-off system can be assessed by analysis of the sample collected.

Fig. 3 Two alternative configurations for the lysimeter:

a. For the recording of run-off only.

b. For the recording and proportional retention of run-off.

Results

Figure 4 shows a recording produced by the snow lysimeter during a period of severe spring ablation. The chart speed was 2 mm/h and the recording scale 1 : 1.

Fig. 4 A recording made by the lysimeter of the run-off from 25 m² of snow cover at 1 030 m a.s.l. in the Bavarian Alps, April 1975 (spring ablation). The 25 cm recording height corresponds to a collection of 75 l of liquid (c. 3 mm water column) when using a chart speed of 2 mm/h. (The recording which appears here has been photographically reduced.)

The recording system described here draws curved plots while the floatation chamber is filling, and straight vertical lines while the chamber empties, a procedure which takes about 1 min. There is, at this chart speed, an upper limit for the accurate assessment of run-off. This upper limit corresponds to the frequent melting during day-time in the catchment area of 25–30 mm (water column) of the snow cover. For higher run-off rates the recording scale must be changed to 1 : 2.

An interruption of run-off is represented on the recording by a straight horizontal line. When this occurs at the top or bottom of the chart, it may also represent a valve switching failure.

Discussion

Two recording lysimeters of the type reported here are operating successfully in the research area in the Bavarian Alps, one in an open area and the other in a forest. The energy budgets of the snow catchment areas are estimated simultaneously from continuous readings of air temperature, snow temperature, humidity, wind speed, and radiation balance. An instrumental system which is sufficiently comprehensive can enable even very short-term studies to be made into such topics as the mass of local snow cover and variations in the energy balance (Reference HerrmannHerrmann, 1974).

Research of this kind yields data which may be used to formulate optimum models of the snow melt and simulations of run-off processes (involving both melting and rain) within a given catchment area (Reference HerrmannHerrmann, 1975). These simulations can be influenced to a considerable extent by the natural transmission and transformation properties of the areas studied, and these properties can be isolated and measured effectively by analysis of synoptic data from lysimeters and hydrographs. Furthermore, the encouraging preliminary experiments of Herrmann and Stichler (1976) into the isotopic content of snow have shown that the interpretation of reliable isotope data obtained with a lysimeter together with run-off data appears to allow some further quantitative insight into the relationships between the direct and delayed run-off of snow melt. Assessments of the contributions made by surface flow, interflow, and ground-water flow to total run-off during snow-melt periods can also be made.