– BG Babat (Siaga Kuning)
(SH : 5.72 m; SK : 6.22 m; SM : 6.72 m)
Hulu = 6.64 m Naik
Hilir = 6.64 m
Q Outflow = 1496.79 m3/dtk
Flap Gate 1A 1 ditutup penuh
Pintu 1A dibuka 1000 cm (Free flow)
Pintu 1 2 3 4 5 6 7 dibuka 900 cm
– Floodway :
– PA Inlet Floodway = 4.92 m Naik
(SH : 5.21 m; SK : 5.71 m; SM : 6.21 m)
Q Outflow = 244.36 m3/dtk
Pintu 1 2 3 4 5 dibuka 300 cm
– PA Outlet Jabung = 3.71 m Stabil
(SH : 4.50 m; SK : 5.00 : SM : 5.50 m)
Q Outflow = – m3/dtk
Pintu 1 2 3 ditutup penuh
– BK Sedayu Lawas = 1.45 m Naik
(SH : 4.50 m; SK : 5.00 m ; SM : 5.50 m)
Q Outflow = 319.55 m3/dtk
Bendung Karet No 1 2 3 4 dikempis total
– Laren = 5.00 m Naik ( Siaga Kuning)
(SH : 4.45 m; SK : 4.95 m; SM : 5.45 m)
– Karang Geneng = 3.85 m Naik (Siaga Kuning)
(SH : 3.13 m; SK : 3.63 m; SM : 4.13 m)
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