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SEAMEO-Japan ESD Award Theme for 2012: Education for Disaster Risk Reduction Supporting Partners:

Submission Form of SEAMEO-Japan ESD Award The last day for submission of entries: 25 August 2012

PART I: Details of Your School 1. Name of your school: SMK Negeri 1 Balikpapan (see picture 1) 2. Full address: Jl. Marsma R. Iswahyudi Sepinggan Balikpapan, East Kalimantan – Indonesia

3. Postcode: 76115

4. Country: Indonesia

5. Telephone number (country code+citycode+telephone number): +62542761941

6. Fax number (country code+citycode+fax number): +62542761985

7. Name of the Head Master/ Principal/ School Director: Drs. H. M. Usman, M.Pd

8. Name of Teacher Coordinator:Mohammad Syarifudin

9. Email address: ms@msyarifudin.web.id

10. School website (if available): http//www.smkn1-bpn.sch.id

11. Educational level (Such as Kindergarten 1 to Grade/Year 9):

Technical Vocational High School Grade/Year X to XII

12. Number of teachers in your school: 149 persons

13. Number of students in your school: 1961 persons

14. Please provide the name of teachers and students who were/have been involved in the planning and implementation of this school activity/program on Education for Disaster Risk Reduction. Teachers: (see attachment 1) a) Mohammad Syarifudin b) Mohamad Usman c) Sigit Purwanto d) Muhammad Kasim e) Widodo f) Marina Agustin

Students: (see attachment 2) a) Risky Kesuma b) Henokh c) Sukmawati d) Muhammad Ibrahim e) Marina

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PART II: Information about the School’sActivity/Programme on Education for Disaster Risk Reduction The information of part II from no.1 to 11should be no longer than eight pages long (A4 type, Arial font, size 11 point). A half to one page A4 of the project summary should be included. 1. Title of the school’s activity/program on Education for Disaster Risk Reduction

Flood Avoidance in SMK Negeri 1 Balikpapan 2. Summary of the activity/program (a half to one page A4)

To avoid flood (see picture 2) in SMK Negeri 1 Balikpapan, there are several steps of the team’s activities, such as: a. Survey Survey activities are including examination, investigation and observation of flood inundated

areas in the school and its surroundings, such as measurement of the elevation of the existing conditions and the size of the conduit, etc. (see picture 3 and attachment 3)

b. Investigation The team has recorded or reviewed the facts in order to get answers for questions about the

flood in this school. (see picture 4 and attachment 4) c. Design Based on the survey and investigation (Geological Map, Contour Map, Map of the Watershed,

daily rainfall data maximum 24 hours, etc), the team especially the teachers do the design, the results were doing shortcut and increasing the size of the drains. So the debit of 25-year flood in the school reduced from 1.872 m3/sec to 0.384 m3/sec.

d. Public Consultation In this step the team held a meeting with stakeholders, including the community to convey flood

mitigation purpose, the results of the survey investigation, design and construction of the shortcut and widening of waterway. (see picture 5)

e. Land Acquisition The activities were on public land, so there was no land acquisition.

f. Construction The team recommends the calculation results to the Office of Balikpapan Public Works

Department to auction/appoint consultant and contractor. The result of the construction divided by 2 (two) phases: in 1999 was Rp 593,574,729.40 and 2011 was Rp. 489,689,293.00. (see picture 6 and attachment 5)

g. Operation and Maintenance Operation of shortcut and drains after 4 month construction period plus drying concrete for 1

month. The operation result is success and running well. While there is no maintenance of shortcut way relatively because it is made of concrete. Preventive maintenance such as infiltration hole, reforestation, and garbage management. (see picture 7 and attachment 6)

h. Monitoring and Evaluation Although it is free from the flood effect, so the process of teaching and learning activities can

be running well and the loosing of material about 15% of the building value but it is leaving the impact of the flood area in the classrooms and its surroundings which low land, being uncomfortable and not beautiful.

i. Recommendation for the Future In order to renovate old classrooms again by respecting to comfort, beauty, and changing

times.

3. Background information or reasons why the school initiated this activity/programme The backgrounds of this activity/program are: a. Teaching and learning activities cannot hold during flood. b. Loss of infrastructure cause by flooding about 15% of the building value.

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c. Unhealthy room and environment. d. Complaints from residents of RT.13 Sepinggan. 4. Objectives/goals of the activity/program The Objectives/goals of the activity/program are: a. Teaching and learning activities run well. b. To stop the disadvantage of facilities and infrastructures. c. Clean, green and healthy environment. d. The concordance between community of SMK Negeri 1 Balikpapan and its surrounding will be

awoken.

5. Period of time when this activity/program was/has been implemented

Period of time when this activity/program was implemented in 2009 – 2011 (three years) 6. Activities (Short-term actions and strategies of implementation of the short-term actions)

Flood mitigation activities in the school have an implementation strategy with shortcut and improved drainage, so that the coming flood discharged will be reduced greatly due to diverted water flow direction. The step of short-term activities are survey, investigation, design, land acquisition, public consultation, construction, operation and maintenance, monitoring and evaluation, and recommendation of future, on the following details: First activity is topographic survey of the existing drainage conditions by the students were guided and supervised by teachers. This survey activity was from upstream to downstream and reviewed flood inundated areas in the school and its surroundings. Students use a set of theodolites in this survey. The team discusses a question about this school floods to the concerned stakeholders, in order to find expect answers. This investigation related to the Balikpapan Municipality, Public Works Department and Meteorological Stations to obtain geological and contour map data, maximum daily rainfall data 24 hours. It also asked people directly about flood in SMK Negeri 1 Balikpapan. Based on the survey and investigation (Geological Map, Contour Map, Map of the Watershed, daily rainfall data maximum 24 hours, etc), the team especially the teachers design by the following description: Based on daily rainfall data maximum 24 hours as the attachment, the frequency analysis performed by the Gumbel method as follows: Basic equations:

xTr SKXX .+=

Where XTr = Rainfall in return period Tr. Tr = Return period (year). X = Average maximum rainfall (mm). Sx = Standard deviation. K = Factor of frequency.

Table I : Reduce Mean (Yn)

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Source: Suripin. Sistem Drainase Perkotaan yang Berkelanjutan. 2004

Table II: Reduce Standard Deviation ( Sn)

Source: Suripin. Sistem Drainase Perkotaan yang Berkelanjutan. 2004

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Tabel III: Reduce Variate (Ytr) Return Period (T) Reduce Varian (Ytr)

10 2.2502 25 3.1985 50 3.9019 100 4.6001

Table IV: Calculation based on Gumbel method

YEAR Xi Xi - Xa (Xi - Xa)2 Xi2

1970 130 3.93 15.44 16,900.00 1971 140 13.93 194.04 19,600.00 1972 143 16.93 286.62 20,449.00 1973 141 14.93 222.90 19,881.00 1974 101 -25.07 628.50 10,201.00 1975 121 -5.07 25.70 14,641.00 1976 101 -25.07 628.50 10,201.00 1977 122 -4.07 16.56 14,884.00 1978 111 -15.07 227.10 12,321.00 1979 146 19.93 397.20 21,316.00 1980 137 10.93 119.46 18,769.00 1981 104 -22.07 487.08 10,816.00 1982 109 -17.07 291.38 11,881.00 1983 82 -44.07 1,942.16 6,724.00 1984 112 -14.07 197.96 12,544.00 1985 122 -4.07 16.56 14,884.00 1986 151 24.93 621.50 22,801.00 1987 135 8.93 79.74 18,225.00 1988 192 65.93 4,346.76 36,864.00 1989 79 -47.07 2,215.58 6,241.00 1990 73 -53.07 2,816.42 5,329.00 1991 116 -10.07 101.40 13,456.00 1992 112 -14.07 197.96 12,544.00 1993 137 10.93 119.46 18,769.00 1994 95 -31.07 965.34 9,025.00 1995 155 28.93 836.94 24,025.00 1996 94 -32.07 1,028.48 8,836.00 1997 67 -59.07 3,489.26 4,489.00 1998 102 -24.07 579.36 10,404.00 1999 115 -11.07 122.54 13,225.00 2000 106 -20.07 402.80 11,236.00 2001 195 68.83 4,737.57 37,986.01 2002 223 96.93 9,395.42 49,729.00 2003 182 55.53 3,083.58 32,978.56 2004 100 -25.67 658.95 10,080.16 2005 108 -18.57 344.84 11,556.25 2006 133 7.33 53.73 17,795.56 2007 154 28.13 791.30 23,777.64 2008 165 38.73 1,500.01 27,159.04 2009 132 5.93 35.16 17,424.00

40 5043 0.00 44,221.42 679,967.22 Sx (Σ(Xi-Xa)2/(n-1))0.5 33.6732

Reduce Mean (Yn) lihattabel 1 0.5436 Reduce Standard Deviation (Sn) lihattabel 2 1.1413

Return Period (Tr) Ditetapkan 25 Reduce Varian (Ytr) lihattabel 3 3.1985

Factor of Frequency (K) (Ytr - Yn ) / Sn 2.3299 Maximum rainfall Tr 25 thn (Xtr) Xa + K.Sx 204.525

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Table V: Runoff coefficient (α) for urban area

(Schwab, et al, 1981, in Arsyad, 2006)

NO TYPE OF AREA COEFFICIENT (α) 1 Trading area:

a. Downtown b. Uptown

0,70 - 0,90 0,50 - 0,70

2 Housing: a. Housing, single family b. Housing, fragmentary c. Housing, connected d. Surburban e. Apartment area

0,30 – 0,50 0,40 – 0,60 0,60 – 0,75 0,25 – 0,40 0,50 – 0,70

3 Industrial: a. Light industrial area b. Heavy industrial area

0,50 – 0,80 0,60 – 0,90

4 Park, Cemetery 0,10 – 0,25 5 Playground 0,20 – 0,35 6 Train station area 0,20 – 0,40 7 Unrepaired area 0,10 – 0,30 8 Road 0,70 – 0,95 9 Brick:

a. Road,overlay

0,75 – 0,85

Calculation Flood Debit in SMK Negeri1 Balikpapan before shortcut canal by Rational Method

V= Flood propagation velocity (km/jam) H = Elevated deviation = 45 – 6,25 = 38,75 m = 0,03875 km (based on contour scale) L = Length of canal= 1250 m = 1,25 km (based on contour map scale) t = Time to peak (hour) r = rainfall intensity (mm/hour) R = Daily rainfall maximum 24 jam= 204,525 mm

= Runoff coefficient = 0,80 (on table IV) F = Large of area = 0,25 km2 Q = Flood discharged (m3/sec) A = Large of canal (m2) h = Height of the water from the bottom of canal (m) H = Height from the bottom edge of canal (m) b = Canal width (m)

km/hour

mm/hour

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Calculation Flood Debit in SMK Negeri1 Balikpapan after shortcut canal by Rational Method

V= Flood propagation velocity (km/hour) H = Elevated deviation = 8 – 6,25 = 1,75 m = 0,00175 km (based on contour scale) L = Length of canal = 200 m = 0,200 km (based on contour map scale) t = Time to peak (hour) r = rainfall intensity (mm/hour) R = Daily rainfall maximum 24 jam= 204,525 mm

= Runoff coefficient = 0,80 (on table IV) F = Large of area = 0,25 km2 Q = Flood discharged (m3/sec) A = Large of canal (m2) h = Height of the water from the bottom of canal (m) H = Height from the bottom edge of canal (m) b = Canal width (m)

km/hour

Consultation meetings between the owner, consultant, contractor and the community, is important to socialize the implementation of the activities that have carried out from the design results above. In some areas there are a lot of implementation of this kind water resources stopped even failed due to lack of public meetings, especially when it concerns about land acquisition. The activities were on public land, so there was no land acquisition. Implementation stage divided into 2 stages, the first is Drainage of SMK Negeri 1 Balikpapan about

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Rp. 593 574 729, 40 in 2009, then the second stage about Rp. 489,689,293.00 in 2011, accompanied by the designing and supervising consultant. The publics can provide opinion for the implementation of these activities through consultant, contractor, and Balikpapan Public Works Department. Implementation activities have to find the specifications and working drawings. Operation of this shortcut and drains after 5 months, consists of 4 months of implementation plus drying concrete for 1 month. The result is success and running well. 7. Resources used for implementing the activity/program Resources used for implementing the activity/program are: (see attachment 7) a. Rainfall data from Meteorology Station. b. Contour and Geological map from Balikpapan Municipality/Local Government c. Information about Improvement and Development of drainage from Balikpapan Public Works

Department. d. Natural science materials and worksheet of SMKN 1 Balikpapan. (see attachment 8. Monitoring and evaluation mechanism and results

Monitoring purposes to get feedback from all phases of the activity that being carried out, while the evaluation purposes to obtain precise information from monitoring as consideration for the decision-making program that being carried out or in the future. Monitoring implementation mechanism of the construction activities are monitored by supervising consultant, while other activities carried out by the team. Evaluation is done by a meeting with the owner of the activity (the government), supervising consultant and contractor. And the government will take strategic decisions. Monitoring and evaluation carried out systematically and continuously. So that the implementation is not rigid, planned and responsive to variations in the required changes in the field. Although it is free from the flood effects, so the process of teaching and learning activities can be running well and the loosing of material about 15% of the building value but it is leaving the impact of the flood area in the classrooms and its surroundings which low land, being uncomfortable and not beautiful. . 9. List of partners, local government bodies, companies or development agencies who

participated in the planning and implementation, including their roles in the activity/programme.

Name of Partners Roles or contributions a) Meteorology Station Rainfall data b) Balikpapan Municipality/Local Government Contour and Geological Map of Balikpapan c) Public Works Department Implementation of normalization open canal d) Residents of RT.13 Sepinggan Discussion e) School Environmental Conservation Team Environment maintenance f) CV. Mitra Abadi Planning Consultant g) PT. Putra Karya Indah Contractor h) PT. Mas Utama Jaya Contractor i) CV. Wawinta Supervising Consultant j) CV. Patria Teknik Supervising Consultant 10. Benefits/impacts of the activity/program to teacher, students and the community

Benefits of the activity/program to teachers, students and the community are: (see picture 8 and attachment 8) a. Teaching and learning process in SMK Negeri 1 Balikpapan will be success and run well, so the

teachers can teach 1961 students. b. To stop the increasing of flood disadvantage, so that its resources can be utilized for other

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SMKN 1BALIKPAPAN

Map of Situation

REFERENCE

Member of Team :

1. Muhammad Syarifudin2. Mohamad Usman3. Sigit Purwanto4. Muhammad Kasim5. Widodo6. Marina Agustin

Drainage Drainage

Street Marsma R Iswahyudi

East Kalimantan

BEFORE SHORTCUT

purposes in advancing education in Indonesia in particular and Southeast Asia in general. c. The school become green, clean and healthy. d. School community and its surroundings will be happy because there is no flood anymore. Impact of the activity/program to teachers, students and the community is: The flood area in the classrooms and its surroundings which low land, being uncomfortable and not beautiful. 11. Plan for sustainability and plan for the future Plan for sustainability:

a. To make infiltration holes in several places of SMK Negeri 1 Balikpapan. b. Go SMK Negeri 1 Balikpapan Green. c. Proportional garbage management.

Plan for the future: The team recommends that old classrooms must renovate again by adding the elevation of the ground and respecting to comfort, beauty, and changing times. 12. List of attachments such as a copy of learning/ teaching materials, samples of student

worksheet, manual, etc. Attachment 1) Teachers team Attachment 2) Students team Attachment 3) Survey Attachment 4) Investigation Attachment 5) Construction Attachment 6) Operation and maintenance Attachment 7) Resources Attachment 8) Free flood / After shortcut 13. Photos related to the activity/program (The school can provide the related photos as many as

you can) Photo1

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Photo 2

Flood in the classroom area

Photo 3

Survey

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Photo 4

Investigation Photo 5

Public consultation

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Photo 6

construction Photo 7

Infiltration hole – Green – Garbage management

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East Kalimantan

REFERENCE

1. Muhammad Syarifudin2. Mohamad Usman3. Sigit Purwanto4. Muhammad Kasim5. Widodo6. Marina Agustin

Street Marsma R Iswahyudi

Drainage Drainage

Member of Team :

Map of Situation

AFTER SHORTCUT

Photo 8

Free flood