The aim of the study was to estimate the values of maximum runoff unit
-yields q(dmax) (l/s/ha) with the periodicity of occurrence 1% and max
imum flood values of surface runoff unit-yields q(1997) in Some catchm
ents. Because there are no direct measurements of drainage runoffs dur
ing floods, processed lines of exceeding of drainage runoffs of the ne
arest stations in eastern Bohemia from the 60s and 70s with similar pr
ecipitation data and slope conditions like in the upper parts of flood
-affected catchment were used. For the share of drainage runoffs in ma
ximum flood surface runoff unit-yields in percentage (Tab. IV) the val
ues of runoffs in heavy-textured soils which form the studied catchmen
ts were used. The values for medium-heavy soils allow more complex vie
w. The values of drainage runoffs were reduced in the ratio of drained
areas and whole areas of catchments (line 1) and were further reduced
for medium-textured soils for the case of glutting of the charge cour
ses of downcome (line 2). These values were compared with the culminat
ion values of surface runoff unit-yields in selected catchments from f
lood-affected regions in 1997 and from the flood on the brook Bradava
in 1925. The values of shares in Tab. IV were not reduced for the time
shift of culmination of drainage runoff against culmination of surfac
e runoff. It is evident that in medium-heavy loam soils the share of d
rainage runoffs may be great, after reduction on glutting of drains, h
owever, the share falls below 7%. In heavy-textured soils: of which th
e given catchments are built, it is maximum 2.9% but for Ostravice and
Bradava the share of drainage runoff in culmination discharge in stre
ams is lower than 1%. Drainage rainoffs are not the most decisive comp
onent, with a great probability, in formation of flood discharges.