Many remaining areas of tropical rainforest in south-east Asia are located
on landscapes dominated by deep valleys and very steep slopes. Now that log
ging activities are extending into these steeplands, it is essential to und
erstand how the natural rainforest system behaves if any kind of realistic
assessment of the effects of such disturbance is to be made. This paper exa
mines the hydrological behaviour of an undisturbed rainforest system on ste
ep topography in the Temburong District of Brunei, north-west Borneo. The p
hysical and hydrological properties of the regolith material are generally
typical of tropical residual soils. The regolith has a day texture and a lo
w dry bulk density beneath a superficial litter/organic horizon. The infilt
ration capacity of the surface soil was several hundred mm h(-1). That of t
he exposed mineral subsoil was an order of magnitude less, similar to the s
aturated hydraulic conductivity (K-sat) of around 180 mm h(-1) at a depth o
f 150 cm. There was no indication that K-sat reduced with depth except very
near the bedrock interface.
Soil tensions were measured using a two-dimensional array of tensiometers o
n a 30 degrees slope. During dry season conditions, infiltrating rain-water
contributes to soil moisture, and drying of the soil is dominated by trans
piration losses, During wet season conditions, perched water tables quickly
develop during heavy rainfall, giving rise to the rapid production of retu
rn flow in ephemeral channels. No infiltration excess or saturation overlan
d flow was observed on hillslopes away from channel margins. Subsurface sto
rm flow combined with return flow produce stream how hydrographs with high
peak discharges and very short lag times. Storm event runoff coefficients a
re estimated to be as high as 40%. It is concluded that the most distinctiv
e feature of the hydrology of this 'steepland rainforest' is the extremely
'flashy' nature of the catchment runoff regime produced by the combination
of thin but very permeable regolith on steep slopes. Copyright (C) 2000 Joh
n Wiley & Sons, Ltd.