=1){$kfaktor="1";} else {$kfaktor=$bbg;} $faktork = number_format($kfaktor,2); $sal1 = mysql_fetch_array(mysql_query("SELECT id,q_diberikan FROM `alokasi` WHERE di='BGS' AND id='1' ORDER BY id DESC")); $sal2 = mysql_fetch_array(mysql_query("SELECT id,q_diberikan FROM `alokasi` WHERE di='BGS' AND id='2' ORDER BY id DESC")); $sal3 = mysql_fetch_array(mysql_query("SELECT id,q_diberikan FROM `alokasi` WHERE di='BGS' AND id='3' ORDER BY id DESC")); ?>
gallery/full-black-hd-wallpaper-20
gallery/ad020141fc2f005dddc1f68896ad312e_124x71

APEMASI

APLIKASI PEMBAGIAN AIR IRIGASI

BALAI PSDA PROBOLO










SKEMA DISTRIBUSI AIR DAERAH IRIGASI TANGSI

Sungai 

Areal

:  Tangsi

:  1.448 Ha

Lokasi 

:  Salaman, Magelang

Periode

01-15 Januari 2026

Debit Tersedia

Debit Diperlukan

Faktor K

ditetapkan

0.618

m3/dtk

-

m3/dtk

0.80

gallery/bgsa

Q: m3