figure 1.2.1 critical bank erosion sites
TRANSCRIPT
Aparri
Lal-lo
Magapit Br.Magapit
Gattaran
Nassiping
Tuao
Alcala
Iguig
Amulung
SolanaBuntun Br.
Enrile
Cabagan
Tumauini
Cauayan
Ilagan
Magat Dam
Mallig
Tuguegarao
Echague
Santiago
Pangal Norte
Jones
Babuyan Channel
Dummon R.
Caga
yan
R.
Pared R.
Chico R
.
Tuguegarao R.
Sier
ra M
adre
Mou
ntai
ns
Sier
ra M
adre
Mou
ntai
ns
Pinacanauan R.
Tumauini R.
Caga
yan
R.
Magat R.
Ilaga
n R.
Siffu R.
Mallig
R.
Cord
iller
a M
ount
ains
Mag
at R.
Caga
yan
R.
1011
12
15
13 23
22
26
2524
14
16
19
3231
20
21
35
34
37 49
33
36
2928 27
30
18
17
1
3
45
6
78
9
2
50 73
0 10 20 30 kmScale
Critical Bank Erosion Sites
N
The Feasibility Study of the Flood Control Projectfor the Lower Cagayan River
in the Republic of the PhilippinesJAPAN INTERNATIONAL COOPERATION AGENCY
Figure 1.2.1
Bank erosion
River CourseRoadBasin BoundarySubbasin of MajorTributary
LEGEND
VI-F30
Solana
Enrile
Tuguegarao
Riverbank Erosion around Enrile and �Tuguegarao
N
The Feasibility Study of the Flood Control Projectfor the Lower Cagayan River
in the Republic of the PhilippinesJAPAN INTERNATIONAL COOPERATION AGENCY
Figure 1.2.2
Legend
Topographic map (1947 - 1953)
Aerial photographs (1979)
Topographic map (1990)
Aerial photographs (2000)
Road
0 1 2 3 kmScale
VI-F31
0
50
100
150
200
250
300
350
1975
1980
1985
1990
1995
2000
2005
2010Yea
r
0
2
4
6
8
10
12
14
Projected Dead Space : 300 million cu.m
Annual SedimentRate
Accumulated SedimentVolume
Earthquake occurred in 1990
Completion of Dam
(Projected Annual Sediment Rate : 5.5 million cu.m)
Source : NIA,Region II Office
VI-F32
Babuyan Channel
Dummon R.
Caga
yan
R.
Pared R.
Chico R
. Tuguegarao R. SIER
RA
MA
DR
E M
OU
NTA
INS
SIER
RA
MA
DR
E M
OU
NTA
INS
Pinacanauan R.
Tumauini R.
Caga
yan
R.
Magat R.
Ilaga
n R.
Siffu R.
Mallig
R.
CORD
ILLE
RA M
OUNT
AINS
Addalam R.
Mag
at R.
Caga
yan
R.
Cag
ayan
R.
0 10 20 30 40 50 kmScale
Inundation Area Map (Nov.1973 Flood)
N
River CourseRoadBasin Boundary
Inundation Area(Nov.1973 Flood)
Subbasin of MajorTributary
LEGEND
Source: FINAL REPORT FOR THE MASTER PLAN STUDYON THE CAGAYAN RIVER BASIN WATER RESOURCESDEVELOPMENT / SUPPORTING REPORT/ AUGUST 1987
The Feasibility Study of the Flood Control Projectfor the Lower Cagayan River
in the Republic of the PhilippinesJAPAN INTERNATIONAL COOPERATION AGENCY
Figure 1.2.4
VI-F33
Babuyan Channel
Dummon R.
Caga
yan
R.
Pared R.
Chico R
. Tuguegarao R. SIER
RA
MA
DR
E M
OU
NTA
INS
SIER
RA
MA
DR
E M
OU
NTA
INS
Pinacanauan R.
Tumauini R.
Caga
yan
R.
Magat R.
Ilaga
n R.
Siffu R.
Mallig
R.
CORD
ILLE
RA M
OUNT
AINS
Addalam R.
Mag
at R.
Caga
yan
R.
Cag
ayan
R.
0 10 20 30 40 50 kmScale
Inundation Area Map (Nov.1980 Flood)
N
River CourseRoadBasin Boundary
Inundation Area(Nov.1980 Flood)
Subbasin of MajorTributary
LEGEND
Source: FINAL REPORT FOR THE MASTER PLAN STUDYON THE CAGAYAN RIVER BASIN WATER RESOURCESDEVELOPMENT / SUPPORTING REPORT/ AUGUST 1987
The Feasibility Study of the Flood Control Projectfor the Lower Cagayan River
in the Republic of the PhilippinesJAPAN INTERNATIONAL COOPERATION AGENCY
Figure 1.2.5
VI-F34
Babuyan Channel
Dummon R.
Caga
yan
R.
Pared R.
Chico R
. Tuguegarao R. SIER
RA
MA
DR
E M
OU
NTA
INS
SIER
RA
MA
DR
E M
OU
NTA
INS
Pinacanauan R.
Tumauini R.
Caga
yan
R.
Magat R.
Ilaga
n R.
Siffu R.
Mallig
R.
CORD
ILLE
RA M
OUNT
AINS
Addalam R.
Mag
at R.
Caga
yan
R.
Cag
ayan
R.
0 10 20 30 40 50 kmScale
Inundation Area Map (Oct.1998 Flood)
N
River CourseRoadBasin Boundary
Inundation Area(Oct.1998 Flood)
Subbasin of MajorTributary
LEGEND
Source: OCD Region II Office and Interview Survey by the Study Team
The Feasibility Study of the Flood Control Projectfor the Lower Cagayan River
in the Republic of the PhilippinesJAPAN INTERNATIONAL COOPERATION AGENCY
Figure 1.2.6
VI-F35
The Feasibility Study of the Flood Control Projectfor the Lower Cagayan River
in the Republic of the Philippines
Figure 1.4.1
JAPAN INTERNATIONAL COOPERATION AGENCYCommunication Flow Chart OfNational Disaster Management
PresidentNational Disaster Coordinating Council
Office of Civil Defense
Reginal DisasterCoordinating Council
Barangay DisasterCoordinating Council
City Disaster CoordinatingCouncil
Barangay DisasterCoordinating Council
Municipality DisasterCoordinating Council
Legend: Information for Decision: Decision and ActionData source : Region 2, RDCC
Provincial DisasterCoordinating Council
Inhabitant Inhabitant
PAGASA
VI-F36
Regional Director/Police Chief SuperintendentRegional Disaster Coordinating Council
RDCC OPLAN BAGYO/LAYOSsupported by
PRO2 LOI LA NINA and LOIKALIGTASAN
Provincial Disaster Coordinating CouncilsCity/Municipality Disaster Coordinating Councils
Barangay Disaster Coordinating Councils
Disaster Affected Areass
Committees
Source: Integrated Regional Disaster Management, RDCC Region 2
Note: The symbol "*" indicates the lead agency.
Communication and WarningServices
( *PIA, PNP, BUTEL, NTC, PAGASA, Radio Stations, OCD, REACT, Pugad Lawin, PLDT, CSC )
Health and Medical Services
(*DOH, PNP & PNRC, DILG)
Transportation Services
( *LTO, PNP, DPWH, ATO, PPC, CASF 2, 5ID PA, LTFRB )
Welfare and RehabilitationServices
( *DPWH, DSWD, DOH, NFA, DA, DECS, NTC, TELOF, PCIC, PNP, NGOs )
Price Stabilization Services
( *DTI, PNP, BIR, NAPOLCOM, DA, DOH, NGOs, LGUs )
Relief Services
( *DSWD, DOH, NFA, DAR, DA, PNRC, PNP, NGOs)
Rescue and Recovery Services
(*PNP, DOH, PNRC, DA, DPWH, LTO, 5ID PA, BFP, PPC, CASF 2, NGOs)
Training Services
( *OCD, DILG, DSWD, PNRC, PNP, DOH, DA, DPWH, PAGASA, BFP, DOLE, TESDA, DOST )
VI-F37
Tumauini
Pared
ChicoRive
ParetRiverPinacanau
an
River
Pa
ng
olBrookRiver
CagayanRive
r
IlaganRive
r
Ca
gayanRiver
r
Casigna
n
River
Ma
ga
tRiver
Magat Reservoir
Figure 1.4.3
VI-F38
RESERVOIR
MAGAT HIGHDAMMAGAT DAM
MAGAT HIGHDAMMARIS DAM
TO SAN
TIAGO
CITY
TO MANILA
TO R
OXA
S
TO ROXAS
TO T
UG
UEG
ARAO
BURGOS
SAN MANUEL
AURORA
CABATUAN
LUNA
CAUAYAN
SAN MATEO
RAMON
REINA MERCEDES
NAGUILAN
GAMU
1 2
3
4
5
6 78
9
1011
12
13 14
15
16
17
18
19
20
21 2223
2425
26
27
28
29
30
31
32
3334
35
3736
38
39
40
4142
43
44
45
464748
49
50
51
5253
54 55
5657
5859
60 61 62 63 6465
66
67
6869
70
71 72
12573
74
75
76 7778
7980
81
82
83
84
85
8687
8889
909192
93
94
95
96
9798
99
100
101
102
103
104105
106107
108
109110
111
117
112113
114
116
118119
115
124
120121
122
123
1 STO. DOMINGO2 NAMILLANGAN3 NIA-MRIIS-DRD4 KINAWAYAYAN5 OSCARIZ6 BURGOS7 VILLA BELTRAN8 VILLA FUERTE9 SINAMAR NORTE10ESTRELLA11BELLA LUZ12DAGUPAN13VILLA MAGAT14SAN MANUEL15VICTORIA
31CULING CENTRO32CULING WEST33RANISIEN34VILLA FUGO35VILLA VIERNES36BANNAOAG37KAIPILAN38SAN ANDRES39MARANGUE40MALALINTA41BAGONG TANZA42SAN PEDRO43STA. ROSA44SN. JOSE45SN. JUAN
61PULAY62LALOG63SANTOR64DANGAN BABA65SINIPPIL66DANGAN VIEJO67NAPACCU GRANDE68MAPACCU PEQUENO69TAGARAN70MABANTAD71TURAYONG72NAGCAMPEGAN73LIBENAB PEQUENO74LIBENAB GRANDE75VILLADOR
91BANQUERO92SANTIAGO93SAN BONIFACIO94SAN ROQUE95HACIENDA VIOLA96DALIG VIEJO97MALASIN98BUGNAY99CALIGUIAN100MABINI101PINTOR102UNION103BIGAO104NAMPICUAN105BAGNOS
121BINARSANG122CATABBAN123SALUCONG124SAN LUIS125MINALLO
16SALINUNGAN17KAKAWAYANAN18SAN JOSE19BAGONG SIKAT20SAN ROQUE21MAPUROK22SANIGNACIO23OLD CENTRO II24OLD CENTRO I25MARASAT GRANDE26MARASAT PEQUENO27TANDUL28MAC. DAM29DIAMANTINA30LAPAZ
46SILI47CAMARUNG48SARANAY49CULING EAST50MACALAOT51NAGRAMBUAN52MARABULIG 253CAUAYAN AIRPORT54MAMBABANGA55DADAP56MACANAO57SAN MIGUEL58PUROK59LUZON60CONCEPCION
76TUROD77MANSIBANG78PALAT TAO79MALALATANG GRANDE80TONGUE81GUIBANG82UPI83PILAR84CABANNUANGAN85BALLUDI86BARCOLAN87BUENAVISTA88STA. ROSA89LINSON90FURAO
106LAPUZ107STA. RITA108MALASIN109BOLINAO110SOBASTA111VICTORIA112ESPERANZA WEST113ESPERANZA EAST114DALIG115KALINGA116MACOCAY117BANNAGAO118MAGAT119SAN ISIDRO120STO. DOMINGO
N
ZONE 1 = 1000 CMSZONE 2 = 2000 CMSZONE 3 = 3000 CMSZONE 4 = 5000 CMSZONE 5 = 8000 CMS & ABOVE
- RIVER
- NATIONAL ROAD
- PROTECTION DYKE
- FLOODED RESIDENTIAL AREAS
- LOCATION OF FLOOD WARNING SIRENS (OLD)
- LOCATION OF FLOOD WARNING STATION (NEW)
0 1000 2000 3000 4000 5000m
Figure 1.4.4M
agat Flood Warning System
and�Flood Z
ones Dow
nstream of M
agat Dam
Outline
ofMagapitB
ridge
TheFeasibility
Studyofthe
FloodC
ontrolProjectforthe
LowerC
agayanRiver
inthe
Republicofthe
PhilippinesJA
PAN
INTER
NATIO
NA
LC
OO
PERATIO
NA
GEN
CY
Figure1.5.1
VI-F40
M ajor Cause and C onstraint
Structural M easures
Non-Structural M easures
Supporting M easures
C o unterm easure s to achie ve; 1. Prote ctio n of C asualty and Assets 2. Increase of A gricultural Products
Natural Cause (1) (River Channe l )1. Ex t ensive f lood p lain2 . B ack water due to con strict ed sect ion s in the Magapit narroe s 3 . Se dimentation 4 . B ank erosion due to so f t riverb ank
Fl ood Control Problem 1 . Damage o f casualty an d asset s 2. Low agricult ural p r oduc t
Natural Cause (2)1. Co nce nt rat ed rainfall br o ught by t y pho on 2 . Poo r v egetation
Soci al an d Economi c Cons traint1. Shortage of budge t2. Lack of overall plan and implementat ion schedule3. Lac k of integrated organization and c apabilit y
Widening of Bottl e ne cks1. Lo wer in g o f floo d wate r lev el2. Decre ase o f in undat ion depth an d d urat io n in t he upst ream
Embankm ent1 . Decrease o f inun dation are a a nd cr eation o f n ew land 2. Co nt ribut e as rur al road
Bank Protection Works 1 . Stabilize low wate r ch ann el
Strengthening of Institution and @ @ Or ganization
1 . Str en gthen in g of f unding 2 . Insti t utiona l im prov emen t 3. Or ganizat ion al improv emen t 4 . C apa cit y b uilding 5. Awaren ess education
Non-structural Me asures
1. Wa ter sh ed managemen t 2. Disaster managemen t system 3. Reset tlemen t
H ig h V ulnerability a gainst D isaster
1 .C as ualty2 .Los s of a sse ts3 .Low prod uctivity
Mul ti purpose Dam 1. Decrease o f floo d p eak 2. Supp ly water for irr igation d ev't
VI-F41
Flood Dike (Embankment) and Riverbank Forest Zone
Design High Water Level
Dike DimensionsDesign Discharge Free Board Top Width
(cu.m/s) (m) (m)
5,000 to 10,000 1.5 6
more than 10,000 2 7
Riverbank Forest Zoneto form natural levee ( andprotect earth dike)(by Bamboo, Tree, etc.)
Top Width
FreeBoard
Boundary of Administrative River Zone
Note;
Purpose of Riverbank Forest Zone;
1. To reduce velocity2. To form natural levee by siltation3. To protect dike from scouring due to flood flows
Dike
Low Water Channel
Drain
Siltation afterpassing through theriverbank forest zone(year by year)
Dike constructionfinally by additionalembankment
VI-F42
Source : The Master Plan Study on the Cagayan River Basin Water Resouce Development, Supporting Report Aug. 1987 by JICA (page;FC-131)
17,900(15,900)[25,400]
16,900(17,800)[24,600]
17,700(18,700)[25,600]
5,900(7,700)[9,100]
15,600(16,300)[23,100]
10,000(10,700)[15,100]
Siffu No.1(A) Dam Vol : 96.1 mcm Rout 0.10
Mallig No.2 Dam Vol : 93.4 mcm Rout 0.10
Magat Dam Vol : 200 mcm Rout 0.638
Cagayan No.1 Dam Vol : 318 mcm Rout 0.683
Ilagan No.1 Dam Vol : 382 mcm Rout 0.10
900(1,400)[1,100]
900(6,100)[1,200]
4,800(6,900)[7,000]
Cagayan River
Ilagan River
Cagayan River
Mallig R.
LEGEND Flood Discharge (m3/s)
10,000(10,700)[15,100]
: Long-term Plan (25yr): Existing (25yr): Framework Plan (100yr)
VI-F43
Alc
ala
Pare
d R.
(R)
Nas
sipin
gCh
ico
R.(L
)
Dum
mon
R.(R
)
Zinu
ndun
gan
R.(L
)
Mag
apit
Br.
6
8
10
12
14
16
18
20
22
24
26
20 30 40 50 60 70 80 90 100
Distance from River Mouth (km)
Elev
atio
n (E
l m)
0
1000
2000
3000
4000
5000
6000
7000
8000
9000
10000
Wid
th (
m)
W=1/10 0
Width of FloodPl i
W idth of Low Wat er
Under the present river channel
W=1/2 5
Magapit Site
Nassiping Site
Tupang Site
1.4m
2.1m
2.6m
0.4m
1.2m
2.0m
VI-F44
Maagapita
Nassipin
Alcala
Chico River
← Cagayan River
Case-4 Tupang + Nassiping + Magapit Site (W=500m)
Case-5 Tupang ~ Magapit Site (W=700m)
Case-3 Tupang + Nassiping Site (W=500m)
Case-2 Tupang Site (W=500m)
( Case-1 Without widening )
Tupang Sitep g
Nassiping Sitep g
Magapit Siteg p
m30
km30
km3
5km3535335
m
The F
easib
ility Stu
dy o
f the F
loo
d C
ontro
l Pro
jectfo
r the L
ow
er Cagaya
n R
iverin
the R
epublic o
f the P
hilip
pin
es
JAPA
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Fig
ure 2
.2.2L
oca
tion
Map
of B
ottlen
ecks
in th
e Magap
it Narro
ws
0 1 2 kW=500m
W=700m
Chan
nel
VI-F45
-30
-25
-20
-15
-10
-5
0
5
10
15
20
25
30
35
40
0000
0
0050
0
0100
0
0150
0
0200
0
0250
0
0300
0
0350
0
0400
0
0450
0
0500
0
0550
0
0600
0
0650
0
0800
0
0850
0
1000
0
1050
0
1100
0
1150
0
1300
0
1350
0
1400
0
1450
0
1500
0
1550
0
Section Number
Ele
vati
on (E
L m
)
Gabut COC
San Isidro COC
Tuguegarao COC
The Feasibility Study of the Flood Control Project
for the Lower C
agayan Riverin the Republic of the Philippines
JAPA
N IN
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ATION
AL C
OO
PERATIO
N A
GEN
CY
Figure 2.2.3Proposed Longitudinal Profile
of the Low
er Cagayan R
iver
CabaganSta. Maria Br.
Pinacanauan R.(R)
Tuguegarao R.(R)Buntun Br.
AlcalaPared R.(R)
NassipingChico R.(L)
Dummon R.(R)Zinundungan R.(L)
Magapit Br.
Aparri
Top of Dike
H.W.L
25-year Flood Water Level
Left Bank Elevation
Right Bank Elevation
Mean River Bed
Deepest River Bed
Design River Bed
The F
easib
ility Stu
dy o
f the F
lood C
ontro
l Pro
jectfo
r the L
ow
er Cagaya
n R
iverin
the R
epublic o
f the P
hilip
pin
es
JAPA
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ER
AT
ION
AG
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Fig
ure 2
.2.4L
oca
tion
Map
of A
lternativ
e Pla
n
Alca
la to
Bu
ntu
n B
ridge
0 1 2 km
Alcala-Buntun dike
Gabut cut-off channel
San Isidro cut-off channel
Raising of National Highway
Gabut cut-off channel
Raising of National Highway
Amulung dike
Solana dike
Gabut cut-off channel
Raising of National Highway
Amulung dike
Solana dike
Raising of National Highway
West Amulung dike
Solana dike
Case-1
Case-2
Case-3
Case-4
VI-F47
Tuguegarao dike
Tuguegarao
diversion channel
Enrile dike
Tuguegarao dike
Enrile dike
Tuguegarao dike
Tuguegarao cut-off channel
Case-1
Case-2
Case-3
0 1 2 km
The Feasibility Study of the Flood Control Projectfor the Lower Cagayan River
in the Republic of the Philippines
JAPAN INTERNATIONAL COOPERATION AGENCY
Figure 2.2.5
Location Map of Alternative Plan
Buntun Br. to Upstream of Tuguegarao
VI-F48
Magat (Existing)
Babuyan Channel
Dummon River
Pared River
Chi
co R
iver
Tuguegarao River
SIER
RA
MA
DR
E M
OU
NTA
INS
SIER
RA
MA
DR
E M
OU
NTA
INS
PinacanauanRiver
Tumauini River
Caga
yan
Rive
r
Ilaga
n R.
Siffu River
Mallig River
CORD
ILLE
RA M
OUNT
AINS
Adda
lam R
iver
Caga
yan
Rive
r
Cagay
an R
iver
Magat River
Gabut COC
San Isidro COC
Tuguegarao COC
Alcala-Buntun Dike
Enrile Dike
Tuguegarao Dike
Lower Reach Dike
Siffu No.1 (A)
:Proposed schemes in the Reviewed Long-term Plan including bank protection works at 73 sites in the basin wide, and non-structural measures (evacuation system and resettlement area development).
Mallig No.2
Alimit No.1 (A)
Matuno No.1
Magat DikeUpper Reach Dike
Middle Reach Dike
Aparri
Alcala
Tuguegarao
Ilagan
Cabagan
0 10 20 30 40 50 kmScale
Outline of Reviewed Flood Control Long-term Plan
N
The Feasibility Study of the Flood Control Projectfor the Lower Cagayan River
in the Republic of the PhilippinesJAPAN INTERNATIONAL COOPERATION AGENCY
Figure 2.3.1
River Course
Diking systemBasin Boundary
LEGEND
Hilly land
Dam reservoir
VI-F49
Cut-off Channel
100m
6m
500m
1:3 1:3
1:3 1:3
100m
7m
1:3HWL 1:3
Dike construction
(finally by additional
embankment)
passing through the
riverbank forest zone
(year by year)
Drain
Riverbank Forest Zone
to form natural levee (and
protect earth dike)
(by Bamboo, Tree, etc.)
Flood Dike (Embankment) with Riverbank Forest Zone
Tuguegarao dike
L=14.3km
Alcala-Buntun dike
L=38 6kmGabut cut-off channel
Drainage culvert for tributary
6 gates x 1.5m x 1.5m
Tuguegarao cut-off channelEnrile dike
L=4.6km
San Isid
of National H
The F
easib
ility Stu
dy o
f the F
lood C
ontro
l Pro
jectfo
r the L
ow
er Cagaya
n R
iverin
the R
epublic o
f the P
hilip
pin
es
JAPA
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ION
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Fig
ure 2
.3.2
Loca
tion
Map
of R
eview
ed F
lood
Con
trol
Lon
g-term
Pla
n (fro
m A
lcala
to T
ugu
egara
o)
0 1 2 km
Bab
uyan
Chan
nel
Dum
Chico R.N
Ap
arr
i
VI-F50
Aparri
Lal-lo
Magapit Br.Magapit
Gattaran
Nassiping
Tuao
Alcala
Iguig
Amulung
SolanaBuntun Br.
Enrile
Cabagan
Tumauini
Cauayan
Ilagan
Magat Dam
Mallig
Tuguegarao
Echague
Santiago
Pangal Norte
Jones
Babuyan Channel
Dummon R.
Caga
yan
R.
Pared R.
Chico R
.
Tuguegarao R.
Sier
ra M
adre
Mou
ntai
ns
Sier
ra M
adre
Mou
ntai
ns
Pinacanauan R.
Tumauini R.
Caga
yan
R.
Magat R.
Ilaga
n R.
Siffu R.
Mallig
R.
Cord
iller
a M
ount
ains
Mag
at R.
Caga
yan
R.
1011
12
15
13 23
22
26
2524
14
16
19
3231
20
21
35
34
37 49
33
36
2928 27
30
18
17
1
3
45
6
78
9
2
50 73
0 10 20 30 kmScale
Location of Bank Protection Works in the Reviewed Flood Control Long-term Plan
N
The Feasibility Study of the Flood Control Projectfor the Lower Cagayan River
in the Republic of the PhilippinesJAPAN INTERNATIONAL COOPERATION AGENCY
Figure 2.3.3
Bank erosion
River CourseRoadBasin BoundarySubbasin of MajorTributary
LEGEND
VI-F51