00)

LAMPIRAN

158

159 Lampiran 1 Data Pengukuran Parameter Fisik di Pantai Kota Makassar Parameter Stasiun

Suhu (oC)

Salinitas (0/00)

Kedalaman (m)

S Jeneberang M S. Jeneberang Tanjung Bunga Pantai losari Pelabuhan Potere M S Tallo S Tallo K Panampu K Benteng K H Bau K Jongaya

30,7 31,0 31,0 30,7 30,0 30,5 31,0 31,0 31,3 29,3 28,6 30,2

5 30 31 32 34 35 30 30 15 2 2 27

2 3,5 3,5 1,5 17 7 2,5 5 0,70 0,56 0,35 1,17

Kec Arus (m/det) 1,200 0,300 0,185 0,165 0,178 0,126 0,400 0,950 0,700 0,580 1,180 1,500

Koordinat lokasi S 05 S 05 S 05 S 08 S 05 S 05 S 05 S 05

11.592 11.534 11.848 08.820 07.848 06.492 05.639 06.676

E 119o 23.735 E 119o 22.813 E 119o 23.159 E 119o 24.384 E 119o 23.159 E 119o 25.499 E 119o 26.772 E 119o 26.527

Lampiran 2 Data Pengukuran Parameter Kimia di Pantai Kota Makassar Parameter Stasiun S. Jenneberang Muara S. Jennb Tanjung Bunga Pantai losari Pelabuhan Potere Muara S Tallo S Tallo Rata-rata Kanal Panampu Kanal Benteng Kanal H Bau Kanal Jongaya Rata-rata

pH 7,50 7,00 8,00 8,00 8,00 7,50 8,00 8,40 7,80 6,92 7,31 6,93 7,17 7,58

DO (mg/l) 6,70 5,80 6,15 6,32 7,80 5,40 5,60 3,7 5,47 4 3,9 3,7 2,4 5,27

BOD (mg/l) 6,80 5,00 6,00 8,00 7,50 6,00 9,00 7,00 6,91 2,5 2,4 2,7 2,4 5,55

COD (mg/l) 36 25 31 38 40 22 27 23 30,2 154 98 98 164 60,5

PO4 (mg/l NO3 ) (mg/l) 0,060 0,450 0,090 0,250 0,490 0,240 0,840 0,250 0,060 0,240 0,780 0,210 0,950 0,290 0,020 0,280 0,411 0,276 0,304 0,377 0,417 0,434 0,451 0,281 0,204 0,663 0,39 0,330

Koordinat lokasi S 05 11.592 S 05 11.534 S 05 11.848 S 08 08.820 S 05 07.848 S 05 06.492 S 05 05.639 S 05 06.676 S 05 06.676

E 119o 23.735 E 119o 22.813 E 119o 23.159 E 119o 24.384 E 119o 23.159 E 119o 25.499 E 119o 26.772 E 119o 26.527 E 119o 26.527

160 Lampiran 3 Perhitungan beban Pencemaran Bulanan Pantai Kota Makassar

Stasiun S.Jenneberang

S.Tallo

Kanal Panampu

Kanal Benteng

Kanal Haji Bau

Kanal Jongaya

Jenneberang

Tallo

Debit Rata2 Parameter m3/dtk(Q) kimia 1028,5 BOD COD NO3 PO4 387,85 BOD COD NO3 PO4 39,1545 BOD COD NO3 PO4 1,49408 BOD COD NO3 PO4 1,8998 BOD COD NO3 PO4 24,921 BOD COD NO3 PO4 655 BOD COD NO3 PO4 392,7 BOD COD NO3 PO4

Konsentrasi limbah (C 6,8 36 0,06 0,45 7 23 0,02 0,28

Beban limbah (BL) 6993,80 37026,00 61,71 462,83 2714,95 8920,55 7,76 108,60

Beban limbah bulanan 18127,930 95971,392 159,952 1199,642 7037,150 23122,066 20,106 281,486

2,5 154 0,303 0,377 2,4 98 0,417 0,434 2,7 98 0,451 0,281 2,4 164 0,204 0,663 6,8 36 0,006 0,45 7 23 0,002 0,28

97,88625 6029,793 11,8638135 14,7612465 3,585792 146,41984 0,62303136 0,64843072 5,12946 186,1804 0,8568098 0,5338438 59,8104 4087,044 5,083884 16,522623 4454 23580 3,93 294,75 2748,9 9032,1 0,7854 109,956

253,721 15629,223 30,751 38,261 9,294 379,520 1,615 1,681 13,296 482,580 2,221 1,384 155,029 10593,618 13,177 42,827 11544,768 61119,360 10,187 763,992 7125,149 23411,203 2,036 285,006

161 Lampiran 4 Perhitungan Indeks Pencemaran Pantai Kota Makassar S. Jenneberang

Parameter pH COD BOD DO NO3 PO4 Rata-rata maksimal IP

Ci 7,5 35 6,8 6,7 0,06 0,45

(Ci/Li) Lij Ci/Lij C baru baru 7,75 0,97 0,33 80 0,44 0,44 0,34 20 0,34 5 1,34 0,26 0,05 5,38 0,008 7,50 3,39 0,15 3,00 1,65 5,38 3,98

Muara. S Jenneberang Parameter pH COD BOD DO NO3 PO4 Rata-rata maksimal IP

Ci 7 25 5 5,8 0,09 0,25

(Ci/Li) Lij Ci/Lij C baru baru 7,75 0,90 1,00 80 0,31 0,31 20 0,25 0,25 5 1,16 0,73 0,15 0,008 11,25 6,26 0,15 1,67 2,11 1,68 6,26 4,58

Tanjung Bunga Parameter pH COD BOD DO NO3 PO4 Rata-rata maksimal IP

Ci 8 31 6 6,16 0,49 0,24

(Ci/Li) Lij Ci/Lij C baru baru 7,75 1,03 0,33 80 0,39 0,39 0,30 20 0,3 5 1,232 0,61 0,12 0,008 61,25 9,94 0,15 1,60 2,02 2,18 9,94 7,20

162 Lampiran 4 (lanjutan) Pantai Losari Parameter pH COD BOD DO NO3 PO4 Rata-rata maksimal IP

Ci 8 38 8 6,32 0,84 0,25


Pelabuhan Parameter pH COD BOD DO NO3 PO4 Rata-rata maksimal IP

Ci 8 40 7,5 7,8 0,06 0,24


Potere Parameter pH COD BOD DO NO3 PO4 Rata-rata maksimal IP

Ci 7,5 22 6 5,4 0,78 0,21


163 Lampiran 4 (lanjutan) Muara S Tallo Parameter pH COD BOD DO NO3 PO4 Rata-rata maksimal IP

Ci 8 27 9 5,6 0,95 0,29


Sungai Tallo Parameter pH COD BOD DO NO3 PO4 Rata-rata maksimal IP

Ci 8,4 23 7 3,7 0,02 0,28


Kanal Panampu Parameter pH COD BOD DO NO3 PO4 Rata-rata maksimal IP

(Ci/Li) Ci Lij Ci/Lij C baru baru 6,92 7,75 0,89 1,11 154 80 1,93 1,93 2,5 20 0,13 0,13 4 5 0,80 1,33 0,27 0,304 0,008 38,00 8,90 0,377 0,15 2,51 3,00 2,56 8,90 6,55

164

Lampiran 4 (lanjutan) Kanal Benteng

Parameter pH COD BOD DO NO3 PO4 Rata-rata maksimal IP

(Ci/Li) baru Ci Lij Ci/Lij C baru 7,31 7,75 0,94 0,59 98 80 1,23 1,23 2,4 20 0,12 0,12 3,9 5 0,78 1,37 0,27 0,417 0,008 52,13 9,59 0,434 0,15 2,89 3,31 2,52 9,59 7,01

Kanal Haji Bau Parameter pH COD BOD DO NO3 PO4 Rata-rata maksimal IP

(Ci/Li) Ci Lij Ci/Lij C baru baru 6,93 7,75 0,89 1,09 98 80 1,23 1,23 0,14 2,7 20 0,14 4,7 5 0,94 1,1 0,22 9,76 0,451 0,008 56,38 2,36 0,281 0,15 1,87 2,47 9,76 7,12

Kanal Jongaya Parameter pH COD BOD DO NO3 PO4 Rata-rata maksimal IP

Ci Lij Ci/Lij 7,16 7,75 0,92 164 80 2,05 2,4 20 0,12 3,1 5 0,62 0,204 0,008 25,50 0,663 0,15 4,42

(Ci/Li) C baru baru 0,79 2,56 0,12 1,63 0,33 8,03 4,23 2,68 8,03 5,98

165

Lampiran 5 Sub Model beban Limbah BOD BLBT_BOD(t) = BLBT_BOD(t - dt) + (LBT_BOD - PBT_BOD) * dtINIT BLBT_BOD = LBT_BOD INFLOWS: LBT_BOD = debit__BT*faktor_konv*KKPBT_BOD*TSPBT OUTFLOWS: PBT_BOD = BLBT_BOD*IPAL BLHB_BOD(t) = BLHB_BOD(t - dt) + (LHB_BOD - PHB_BOD) * dtINIT BLHB_BOD = LHB_BOD INFLOWS: LHB_BOD = debit__HB*faktor_konv*KKPHB_BOD*TPSHB OUTFLOWS: PHB_BOD = BLHB_BOD*IPAL BLJA_BOD(t) = BLJA_BOD(t - dt) + (LJA_BOD - PJA_BOD) * dtINIT BLJA_BOD = LJA_BOD INFLOWS: LJA_BOD = debit_JA*faktor_konv*KKPJA_BOD*TPSJA OUTFLOWS: PJA_BOD = BLJA_BOD*IPAL BLJN_BOD(t) = BLJN_BOD(t - dt) + (LJN_BOD - PJN_BOD) * dtINIT BLJN_BOD = LJN_BOD INFLOWS: LJN_BOD = debit_Jn*faktor_konv*KKPJN_BOD*TSPJN OUTFLOWS: PJN_BOD = IPAL*BLJN_BOD BLPN_BOD(t) = BLPN_BOD(t - dt) + (LPN_BOD - PPN_BOD) * dtINIT BLPN_BOD = LPN_BOD INFLOWS: LPN_BOD = debit_PN*faktor_konv*KKPPN_BOD*TSPPN OUTFLOWS: PPN_BOD = IPAL*BLPN_BOD BLTL_BOD(t) = BLTL_BOD(t - dt) + (LTL_BOD - PTL_BOD) * dtINIT BLTL_BOD = LTL_BOD INFLOWS: LTL_BOD = debit_TL*faktor_konv*KKPTL_BOD*TSPTL OUTFLOWS: PTL_BOD = IPAL*BLTL_BOD Jml_pddk(t) = Jml_pddk(t - dt) + (tambah__pddk - kurang__pddk) * dtINIT Jml_pddk = 1272349 INFLOWS: tambah__pddk = Jml_pddk*lahir OUTFLOWS: kurang__pddk = Jml_pddk*mati juml_kamar(t) = juml_kamar(t - dt) + (tumbuh_hotel) * dtINIT juml_kamar = 5064 INFLOWS: tumbuh_hotel = Fr_tumbuh_hotel*juml_kamar

166 Lampiran 5 (lanjutan) TL_BOD(t) = TL_BOD(t - dt) + (LT_BOD) * dtINIT TL_BOD = LT_BOD INFLOWS: LT_BOD = BLBT_BOD+BLHB_BOD+BLJA_BOD+BLJN_BOD+BLPN_BOD+BLTL_BOD debit_JA = 24.92 debit_Jn = 1028.5 debit_PN = 39.15 debit_TL = 387.85 debit__BT = 1.49408 debit__HB = 1.90 faktor_konv = 2.592 Fr_tumbuh_hotel = 0.2/12 IPAL = 0.30 juml__tamu = juml_kamar*okupansi kapasitas_Asimilasi = 83269.32 KKPBT_BOD = 0.001869819 KKPHB_BOD = 0.001654314 KKPJA_BOD = 0.000112101 KKPJN_BOD = 0.000007696 KKPPN_BOD = 0.000074323 KKPTL_BOD = 0.000021009 klanjut_BT = BLBT_BOD-kapasitas_Asimilasi klanjut_HB = BLHB_BOD-kapasitas_Asimilasi klanjut_JA = BLJA_BOD-kapasitas_Asimilasi klanjut_JN = BLJN_BOD-kapasitas_Asimilasi klanjut_PN = BLPN_BOD-kapasitas_Asimilasi klanjut_TL = BLTL_BOD-kapasitas_Asimilasi lahir = 0.0163/12 mati = 0.0005/12 okupansi = 0.4706 TPSHB = TSP*0.001280345 TPSJA = TSP*0.016795171 TSP = Jml_pddk+juml__tamu TSPBT = TSP*0.001006915 TSPJN = TSP*0.693143663 TSPPN = TSP*0.026387646 TSPTL = TSP*0.261386261 Not in a sector

167 Lampiran 6 Sub Model beban Limbah COD BLBT_COD(t) = BLBT_COD(t - dt) + (LBT_COD - PBT_COD) * dtINIT BLBT_COD = LBT_COD INFLOWS: LBT_COD = debit__BT*faktor_konv*KKPBT_COD*TSPBT OUTFLOWS: PBT_COD = BLBT_COD*IPAL BLHB_COD(t) = BLHB_COD(t - dt) + (LHB_COD - PHB_COD) * dtINIT BLHB_COD = LHB_COD INFLOWS: LHB_COD = debit__HB*faktor_konv*KKPHB_COD*TPSHB OUTFLOWS: PHB_COD = BLHB_COD*IPAL BLJA_COD(t) = BLJA_COD(t - dt) + (LJA_COD - PJA_COD) * dtINIT BLJA_COD = LJA_COD INFLOWS: LJA_COD = debit__JA*faktor_konv*KKPJA_COD*TPSJA OUTFLOWS: PJA_COD = BLJA_COD*IPAL BLJN_COD(t) = BLJN_COD(t - dt) + (LJN_COD - PJN_COD) * dtINIT BLJN_COD = LJN_COD INFLOWS: LJN_COD = debit_Jn*faktor_konv*KKPJN_COD*TSPJN OUTFLOWS: PJN_COD = IPAL*BLJN_COD BLPN_COD(t) = BLPN_COD(t - dt) + (LPN_COD - PPN_COD) * dtINIT BLPN_COD = LPN_COD INFLOWS: LPN_COD = debit_PN*faktor_konv*KKPPN_COD*TSPPN OUTFLOWS: PPN_COD = IPAL*BLPN_COD BLTL_COD(t) = BLTL_COD(t - dt) + (LTL_COD - PTL_COD) * dtINIT BLTL_COD = LTL_COD INFLOWS: LTL_COD = debit_TL*faktor_konv*KKPTL_COD*TSPTL OUTFLOWS: PTL_COD = IPAL*BLTL_COD Jml_pddk(t) = Jml_pddk(t - dt) + (tambah__pddk - kurang__pddk) * dtINIT Jml_pddk = 1272349 INFLOWS: tambah__pddk = Jml_pddk*lahir OUTFLOWS: kurang__pddk = Jml_pddk*mati juml_kamar(t) = juml_kamar(t - dt) + (tumbuh_hotel) * dtINIT juml_kamar = 5064 INFLOWS: tumbuh_hotel = Fr_tumbuh_hotel*juml_kamar TL_COD(t) = TL_COD(t - dt) + (LT_COD) * dtINIT TL_COD = LT_COD INFLOWS:

168 Lampiran 6 (lanjutan) LT_COD = BT_COD+BLHB_COD+BLJA_COD+BLJN_COD+BLPN_COD+BLTL_COD debit_Jn = 1028.5 debit_PN = 39.1545 debit_TL = 387.85 debit__BT = 1.49 debit__HB = 1.90 debit__JA = 24.92 faktor_konv = 2.592 Fr_tumbuh_hotel = 0.2/12 IPAL = 0.30 juml__tamu = juml_kamar*okupansi Kapasitas__Asimilasi = 142718.4466 KKPBT_COD = 0.076350938 KKPHB_COD = 0.060045483 KKPJA_COD = 0.007660207 KKPJN_COD = 0.000040744 KKPPN_COD = 0.004578268 KKPTL_COD = 0.000069028 klanjut_BT = BLBT_COD-Kapasitas__Asimilasi klanjut_HB = BLHB_COD-Kapasitas__Asimilasi klanjut_JA = BLJA_COD-Kapasitas__Asimilasi klanjut_JN = BLJN_COD-Kapasitas__Asimilasi klanjut_PN = BLPN_COD-Kapasitas__Asimilasi klanjut_TL = BLTL_COD-Kapasitas__Asimilasi lahir = 0.0163/12 mati = 0.0005/12 okupansi = 0.4706 TPSHB = TSP*0.001280345 TPSJA = TSP*0.016795171 TSP = Jml_pddk+juml__tamu TSPBT = TSP*0.001006915 TSPJN = TSP*0.693143663 TSPPN = TSP*0.026387646 TSPTL = TSP*0.026387646

169

Lampiran 7 Sub Model beban Limbah NO3 BLBT_NO3(t) = BLBT_NO3(t - dt) + (LBT_NO3 - PBT_NO3) * dtINIT BLBT_NO3 = LBT_NO3 INFLOWS: LBT_NO3 = debit__BT*faktor_konv*KKPBT_NO3*TSPBT OUTFLOWS: PBT_NO3 = BLBT_NO3*IPAL BLHB_NO3(t) = BLHB_NO3(t - dt) + (LHB_NO3 - PHB_NO3) * dtINIT BLHB_NO3 = LHB_NO3 INFLOWS: LHB_NO3 = debit__HB*faktor_konv*KKPHB_NO3*TPSHB OUTFLOWS: PHB_NO3 = BLHB_NO3*IPAL BLJA_NO3(t) = BLJA_NO3(t - dt) + (LJA_NO3 - PJA_NO3) * dtINIT BLJA_NO3 = LJA_NO3 INFLOWS: LJA_NO3 = debit__JA*faktor_konv*KKPJA__NO3*TPSJA OUTFLOWS: PJA_NO3 = BLJA_NO3*IPAL BLJN_NO3(t) = BLJN_NO3(t - dt) + (LJN_NO3 - PJN_NO3) * dtINIT BLJN_NO3 = LJN_NO3 INFLOWS: LJN_NO3 = debit_Jn*faktor_konv*KKPJN_NO3*TSPJN OUTFLOWS: PJN_NO3 = IPAL*BLJN_NO3 BLPN_NO3(t) = BLPN_NO3(t - dt) + (LPN_NO3 - PPN_NO3) * dtINIT BLPN_NO3 = LPN_NO3 INFLOWS: LPN_NO3 = debit_PN*faktor_konv*KKPPN_NO3*TSPPN OUTFLOWS: PPN_NO3 = IPAL*BLPN_NO3 BLTL_NO3(t) = BLTL_NO3(t - dt) + (LTL_NO3 - PTL_NO3) * dtINIT BLTL_NO3 = LTL_NO3 INFLOWS: LTL_NO3 = debit_TL*faktor_konv*KKPTL_NO3*TSPTL OUTFLOWS: PTL_NO3 = IPAL*BLTL_NO3 Jml_pddk(t) = Jml_pddk(t - dt) + (tambah__pddk - kurang__pddk) * dtINIT Jml_pddk = 1272349 INFLOWS: tambah__pddk = Jml_pddk*lahir OUTFLOWS: kurang__pddk = Jml_pddk*mati juml_kamar(t) = juml_kamar(t - dt) + (tumbuh_hotel) * dtINIT juml_kamar = 5064 INFLOWS: tumbuh_hotel = Fr_tumbuh_hotel*juml_kamar TL_NO3(t) = TL_NO3(t - dt) + (LT_NO3) * dtINIT TL_NO3 = LT_NO3

170 Lampiran 7 (lanjutan) INFLOWS: LT_NO3 = BLBT_NO3+BLHB_NO3+BLJA_NO3+BLJN_NO3+BLPN_NO3+BLTL_NO3 debit_Jn = 1028.5 debit_PN = 39.1545 debit_TL = 387.85 debit__BT = 1.49 debit__HB = 1.90 debit__JA = 24.92 faktor_konv = 2.592 Fr_tumbuh_hotel = 0.2/12 IPAL = 0.30 juml__tamu = juml_kamar*okupansi kapasitas__Asimilasi = 234.4459459 KKPBT_NO3 = 0.000324881030 KKPHB_NO3 = 0.000276331764 KKPJA__NO3 = 0.000009528551 KKPJN_NO3 = 0.000000067906 KKPPN_NO3 = 0.000009007890 KKPTL_NO3 = 0.000000060024 klanjut_BT = BLBT_NO3-kapasitas__Asimilasi klanjut_HB = BLHB_NO3-kapasitas__Asimilasi klanjut_JA = BLJA_NO3-kapasitas__Asimilasi klanjut_PN = BLPN_NO3-kapasitas__Asimilasi klanjut_TL = BLTL_NO3-kapasitas__Asimilasi klanjut__JN = BLJN_NO3-kapasitas__Asimilasi lahir = 0.0163/12 mati = 0.0005/12 okupansi = 0.4706 TPSHB = TSP*0.001280345 TPSJA = TSP*0.016795171 TSP = Jml_pddk+juml__tamu TSPBT = TSP*0.001006915 TSPJN = TSP*0.693143663 TSPPN = TSP*0.026387646 TSPTL = TSP*0.261386261 Not in a sector

171

Lampiran 8 Sub Model beban Limbah PO4 BLBT_PO4(t) = BLBT_PO4(t - dt) + (LBT_PO4 - PBT_PO4) * dtINIT BLBT_PO4 = LBT_PO4 INFLOWS: LBT_PO4 = debit__BT*faktor_konv*KKPBT_PO4*TSPBT OUTFLOWS: PBT_PO4 = BLBT_PO4*IPAL BLHB_PO4(t) = BLHB_PO4(t - dt) + (LHB_PO4 - PHB_PO4) * dtINIT BLHB_PO4 = LHB_PO4 INFLOWS: LHB_PO4 = debit__HB*faktor_konv*KKPHB_PO4*TPSHB OUTFLOWS: PHB_PO4 = BLHB_PO4*IPAL BLJA_PO4(t) = BLJA_PO4(t - dt) + (LJA_PO4 - PJA_PO3) * dtINIT BLJA_PO4 = LJA_PO4 INFLOWS: LJA_PO4 = debit__JA*faktor_konv*KKPJA__PO4*TPSJA OUTFLOWS: PJA_PO3 = BLJA_PO4*IPAL BLJN_PO4(t) = BLJN_PO4(t - dt) + (LJN_PO4 - PJN_PO4) * dtINIT BLJN_PO4 = LJN_PO4 INFLOWS: LJN_PO4 = debit_Jn*faktor_konv*KKPJN_PO4*TSPJN OUTFLOWS: PJN_PO4 = IPAL*BLJN_PO4 BLPN_PO4(t) = BLPN_PO4(t - dt) + (LPN_NO3 - PPN_PO4) * dtINIT BLPN_PO4 = LPN_NO3 INFLOWS: LPN_NO3 = debit_PN*faktor_konv*KKPPN_PO4*TSPPN OUTFLOWS: PPN_PO4 = IPAL*BLPN_PO4 BLTL_PO4(t) = BLTL_PO4(t - dt) + (LTL_PO4 - PTL_PO4) * dtINIT BLTL_PO4 = LTL_PO4 INFLOWS: LTL_PO4 = debit_TL*faktor_konv*KKPTL_PO4*TSPTL OUTFLOWS: PTL_PO4 = IPAL*BLTL_PO4 Jml_pddk(t) = Jml_pddk(t - dt) + (tambah__pddk - kurang__pddk) * dtINIT Jml_pddk = 1272349 INFLOWS: tambah__pddk = Jml_pddk*lahir OUTFLOWS: kurang__pddk = Jml_pddk*mati juml_kamar(t) = juml_kamar(t - dt) + (tumbuh_hotel) * dtINIT juml_kamar = 5064 INFLOWS:

172 Lampiran 8 (lanjutan) tumbuh_hotel = Fr_tumbuh_hotel*juml_kamar TL_PO4(t) = TL_PO4(t - dt) + (LT_PO4) * dtINIT TL_PO4 = LT_PO4 INFLOWS: LT_PO4 = BLBT_PO4+BLHB_PO4+BLJA_PO4+BLJN_PO4+BLPN_PO4+BLTL_PO4 debit_Jn = 1028.5 debit_PN = 39.1545 debit_TL = 387.85 debit__BT = 1.49 debit__HB = 1.90 debit__JA = 24.92 faktor_konv = 2.592 Fr_tumbuh_hotel = 0.2/12 IPAL = 0.30 juml__tamu = juml_kamar*okupansi kapasitas_Asimilasi = 503.6244444 KKPBT_PO4 = 0.000338125581 KKPHB_PO4 = 0.000172171232 KKPJA__PO4 = 0.000030967790 KKPJN_PO4 = 0.000000509296 KKPPN_PO4 = 0.000011207837 KKPTL_PO4 = 0.000000840343 klanjut_BT = BLBT_PO4-kapasitas_Asimilasi klanjut_HB = BLHB_PO4-kapasitas_Asimilasi klanjut_JA = BLJA_PO4-kapasitas_Asimilasi klanjut_JN = BLJN_PO4-kapasitas_Asimilasi klanjut_PN = BLPN_PO4-kapasitas_Asimilasi klanjut_TL = BLTL_PO4-kapasitas_Asimilasi lahir = 0.0163/12 mati = 0.0005/12 okupansi = 0.4706 TPSHB = TSP*0.001280345 TPSJA = TSP*0.016795171 TSP = Jml_pddk+juml__tamu TSPBT = TSP*0.001006915 TSPJN = TSP*0.693143663 TSPPN = TSP*0.026387646 TSPTL = TSP*0.261386261 Not in a sector

173 Lampiran 9 Sub Model Ekonomi IPAL Jml_pddk(t) = Jml_pddk(t - dt) + (tambah__pddk - kurang__pddk) * dtINIT Jml_pddk = 1272349 INFLOWS: tambah__pddk = Jml_pddk*lahir OUTFLOWS: kurang__pddk = Jml_pddk*mati juml_kamar(t) = juml_kamar(t - dt) + (tumbuh_hotel) * dtINIT juml_kamar = 5064 INFLOWS: tumbuh_hotel = Fr_tumbuh_hotel*juml_kamar KU_PW_total(t) = KU_PW_total(t - dt) + (KU_PW) * dtINIT KU_PW_total = KU_PW INFLOWS: KU_PW = KBRL+KKJA+KWPt manfaat__bersih_PW(t) = manfaat__bersih_PW(t - dt) + (manfaat__PW - Biaya_PW) * dtINIT manfaat__bersih_PW = KU_PW-Biaya_PW INFLOWS: manfaat__PW = KU_PW_total OUTFLOWS: Biaya_PW = (FR_alaokasi_kompensasi*nilai__kompensasi)*TSP PAD(t) = PAD(t - dt) + (PPAD) * dtINIT PAD = PPAD INFLOWS: PPAD = KU_PW_total*Pajak_Retribusi biaya__operasi = 0.1 DD_KJA = 3258 DD__BRL = 554 DD__wisata = 414 efektifitas__kerja_ipal = FR_alaokasi_kompensasi FR_alaokasi_kompensasi = 0.3 Fr_tumbuh_hotel = 0.2/12 Imbangan_Insentif__manfaat = manfaat__bersih_PW/TSP juml__tamu = juml_kamar*okupansi KBRL = DD__BRL*NKBRL*penurunan_DD KKJA = DD_KJA*NKKJA*penurunan_DD KWPt = DD__wisata*NKWPt*penurunan_DD lahir = 0.0163/12 mati = 0.0005/12 Nilai_IPAL = 407000000000 nilai__kompensasi = (Nilai_IPAL+biaya__operasi)/Umur__IPAL/TSP*FR_alaokasi_kompensasi NKBRL = 833333 NKKJA = 1483755 NKWPt = 1500000 okupansi = 0.4706 Pajak_Retribusi = 0.15 penurunan_DD = efektifitas__kerja_ipal Total_Nilai__Kompensasi = nilai__kompensasi*TSP TSP = Jml_pddk+juml__tamu Umur__IPAL = 120

174 Lampiran 10 Keputusan Menteri Negara Lingkungan Hidup Nomor : KepMen LH No. 51/MENLH/10/2004 tentang Baku Mutu air laut unuk wisata Bahari

175 Lampiran 11 Keputusan Menteri Negara Lingkungan Hidup Nomor : KepMen LH No. 51/MENLH/10/1995 tentang Baku Mutu Limbah Cair Bagi Kegiatan Industri.

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