126 lines
4.5 KiB
PHP
126 lines
4.5 KiB
PHP
<div class="table-responsive" style="overflow-x: auto;">
|
|
<table class="table table-bordered table-striped" style="min-width: 1095px;">
|
|
<thead class="table-info text-white text-center">
|
|
<tr>
|
|
<th></th>
|
|
<th></th>
|
|
<th>A</th>
|
|
<th>B</th>
|
|
<th>C</th>
|
|
</tr>
|
|
<tr>
|
|
<th rowspan="2">No.</th>
|
|
<th rowspan="2">Jenis Pengolahan</th>
|
|
<th>Kapasitas produksi CH4<br>maksimum (B0)</th>
|
|
<th>Faktor koreksi gas metana untuk<br>tiap sistem pengolahan</th>
|
|
<th>Faktor Emisi (EFj)<br>(kgCH4 / kgBOD)</th>
|
|
</tr>
|
|
<tr>
|
|
<th>(kgCH4 / kgBOD)</th>
|
|
<th>(MCFj)</th>
|
|
<th>C = A x B</th>
|
|
</tr>
|
|
</thead>
|
|
<tbody>
|
|
<tr>
|
|
<td></td>
|
|
<td colspan="4"><b>Sistem Tidak Terolah</b></td>
|
|
</tr>
|
|
<tr>
|
|
<td>1.</td>
|
|
<td>Dibuang ke laut, sungai, dan danau</td>
|
|
<td align="center">0.6</td>
|
|
<td align="center">0.1</td>
|
|
<td align="center">0.06</td>
|
|
</tr>
|
|
<tr>
|
|
<td>2.</td>
|
|
<td>Stagnant Sewer</td>
|
|
<td align="center">0.6</td>
|
|
<td align="center">0.5</td>
|
|
<td align="center">0.3</td>
|
|
</tr>
|
|
<tr>
|
|
<td>3.</td>
|
|
<td>Flowing Sewer (Open or Closed)</td>
|
|
<td align="center">0.6</td>
|
|
<td align="center">0</td>
|
|
<td align="center">0</td>
|
|
</tr>
|
|
<tr>
|
|
<td></td>
|
|
<td colspan="4"><b>Sistem Terolah</b></td>
|
|
</tr>
|
|
<tr>
|
|
<td>1.</td>
|
|
<td>IPAL aerob terpusat</td>
|
|
<td align="center">0.6</td>
|
|
<td align="center">0</td>
|
|
<td align="center">0</td>
|
|
</tr>
|
|
<tr>
|
|
<td>2.</td>
|
|
<td>IPAL aerob terpusat (tidak terkelola baik)</td>
|
|
<td align="center">0.6</td>
|
|
<td align="center">0.3</td>
|
|
<td align="center">0.18</td>
|
|
</tr>
|
|
<tr>
|
|
<td>3.</td>
|
|
<td>Anaerobic digester untuk lumpur </td>
|
|
<td align="center">0.6</td>
|
|
<td align="center">0.8</td>
|
|
<td align="center">0.48</td>
|
|
</tr>
|
|
<tr>
|
|
<td>4.</td>
|
|
<td>Anaerobic shallow lagoon</td>
|
|
<td align="center">0.6</td>
|
|
<td align="center">0.2</td>
|
|
<td align="center">0.12</td>
|
|
</tr>
|
|
<tr>
|
|
<td>5.</td>
|
|
<td>Anaerobic deep lagoon</td>
|
|
<td align="center">0.6</td>
|
|
<td align="center">0.8</td>
|
|
<td align="center">0.48</td>
|
|
</tr>
|
|
<tr>
|
|
<td>6.</td>
|
|
<td>Septic system / tangki septik</td>
|
|
<td align="center">0.6</td>
|
|
<td align="center">0.5</td>
|
|
<td align="center">0.3</td>
|
|
</tr>
|
|
<tr>
|
|
<td>7.</td>
|
|
<td>Latrine (iklim kering, muka air tanah lebih rendah dari latrin, keluarga kecil 3-5 orang)</td>
|
|
<td align="center">0.6</td>
|
|
<td align="center">0.1</td>
|
|
<td align="center">0.06</td>
|
|
</tr>
|
|
<tr>
|
|
<td>8.</td>
|
|
<td>Latrine (iklim kering, muka air tanah lebih rendah dari latrin, komunal)</td>
|
|
<td align="center">0.6</td>
|
|
<td align="center">0.5</td>
|
|
<td align="center">0.3</td>
|
|
</tr>
|
|
<tr>
|
|
<td>9.</td>
|
|
<td>Latrine (iklim basah / menggunakan air bilasan, muka air tanah lebih tinggi dari latrin)</td>
|
|
<td align="center">0.6</td>
|
|
<td align="center">0.7</td>
|
|
<td align="center">0.42</td>
|
|
</tr>
|
|
<tr>
|
|
<td>10.</td>
|
|
<td>Latrine (pemanfaatan sedimen untuk pupuk secara reguler)</td>
|
|
<td align="center">0.6</td>
|
|
<td align="center">0.1</td>
|
|
<td align="center">0.06</td>
|
|
</tr>
|
|
</tbody>
|
|
</table>
|
|
</div> |