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"This volume is meant to provide the practitioner with information on the natural mixing processes occurring in aquifers as well as to describe basic strategies that can be implemented to enhance mixing in particular cases. For example, when it comes to mixing miscible liquids, one can speed up mixing in the formation by manipulating the flow such as through the use of recirculation wells. Furthermore, much of the mixing can be achieved partially within recirculation wells themselves, where contaminated water is admixed with additives, volatile products may be removed through a vapor mass exchanger, etc. Thus, adding mixing wells can significantly increase the performance of the delivery and mixing system and speed up the process of remediation."

"Kebutuhan air bersih yang terus meningkat dan layanan PDAM yang belum mencakup keseluruhan wilayah Kota Bekasi menjadi faktor penduduk mencari sendiri sumber air bersih, termasuk melalui sumur bor maupun sumur gali. Hal ini dapat mengakibatkan air tanah menjadi terkontaminasi. Simulator aliran air tanah Jakarta sebelumnya telah dibuat, dan perangkat tersebut dapat dibuat sebagai simulator transpor pencemar dengan Groundwater Modelling System 10.3. Sebelumnya, dilakukan verifikasi dengan ChiSquare Method terlebih dahulu antara simulator aliran air tanah dengan kondisi nyata di lapangan berdasarkan muka air tanah yang terukur. Hasil verifikasi menunjukkan nilai 17,30 pada Chi-Square hitung dan 7,81 pada Chi-Square tabel di Kelurahan Jatiluhur, serta nilai 37,23 pada Chi-Square hitung dan 14,1 pada Chi-Square tabel di Kelurahan Jatirangga. Hal ini menunjukkan bahwa perlu adanya pembaruan data pada simulator agar hasilnya lebih akurat sesuai dengan keadaan di lapangan. Simulator aliran air tanah yang telah terverifikasi kemudian digunakan sebagai dasar dalam pembuatan simulator transpor pencemaran air tanah dengan menggunakan GMS 10.3 modul MT3D. Tracer yang digunakan dalam hal ini adalah Total Dissolved Solid (TDS) pada kawasan pemukiman, dimana pencemar berasal dari fasilitas sanitasi yaitu tangki septik danempang yang terkoneksi ke jamban sebagai tempat penampungan tinja. Simulator dibuat dengan skenario waktu 3650 hari. Persebaran pencemar mengikuti arah aliran air tanah itu sendiri dan semakin meluas seiring bertambahnya waktu. Hal ini disebabkan oleh terakumulasinya jumlah pencemar dan adanya difusi dalam tanah, dimana kosentrasi pencemar yang tinggi akan mengalir menuju konsentrasi yang rendah. Hasil simulasi pencemar aliran air tanah juga dipengaruhi oleh recharge area pada CAT Jakarta Hasil simulasi pencemaran aliran air tanah ini dapat dijadikan protokol simulasi pencemar air tanah di CAT Jakarta.

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The need for clean water continues to increase with population growth in an area, one of which is the City of Bekasi which is included in the Jakarta Groundwater Basin. PDAM services that do not cover the entire area of Bekasi City, cause residents to find their own sources of clean water, including boreholes and dug wells. This can cause ground water to become contaminated. The Jakarta groundwater flow simulator has previously been made, and the device can be made as a pollution transport simulator with the Groundwater Modeling System 10.3. Previously, verification was done between groundwater flow simulators with real conditions in the field based on measured groundwater levels using the Chi-Square method. The verification results show the value of 17.30 in the Chi-Square count and 7.81 in the Chi-Square table in Jatiluhur Village, and the value of 37.23 in the Chi-Square count and 14.1 in the Chi-Square table in the Jatirangga Village. This shows that it is necessary to update the data in the simulator so that the results are more accurate in accordance with the conditions in the field. Verified groundwater flow simulators are then used as a basis for making groundwater pollution transport simulators. Tracer used in this case is Total Dissolved Solid (TDS) in residential areas, where the pollutants come from sanitation facilities, namely septic tanks and ponds that are connected to latrines as shelters for feces. The simulator is made with a time scenario of 3650 days. The spread of pollutants follows the direction of the groundwater flow itself and becomes more widespread with time. This is caused by the accumulation of pollutants and the presence of diffusion in the soil, where high pollutant concentrations will flow towards low concentrations. Groundwater pollutant simulation results are also affected by the recharge area at Jakarta groundwater basin. Simulation results of groundwater flow pollution can be used as a groundwater pollutant simulation protocol at Jakarta groundwater basin."

"Pencemaran air tanah yang terus meningkat pada masa kini dengan berbagai risikonya, mendesak perlunya pencegahan dan pengendalian terhadap sumber pencemar salah satunya dengan mempelajari mekanisme penjalarannya. Diperlukan pemahaman rembesan dan penjalaran pencemar di dalam sistem air tanah melalui pemodelan matematis, pemodelan fisik di lab dan pemodelan fisik di lapangan. Ketiga pemodelan tersebut memiliki kekurangan yang dapat dipenuhi pemodelan lainnya. Seperti dibutuhkannya pemodelan fisik di lab untuk menyimpulkan bahwa suatu model matematis dapat divalidasi. Sementara tiap pemodelan memerlukan suatu protokol untuk mendapatkan hasil yang didapatkan dapat diulangi. Skripsi ini bertujuan untuk mengembangkan suatu protokol pemodelan fisik pengamatan penjalaran pencemar pada akuifer berlapis. Pada percobaan ini menggunakan variasi tiga lapisan yang diharapkan dapat jelas teramati perbedaan aliran air tanah pada lapisan yang berbeda, dimana nantinya akan terjadi refraksi. Selanjutnya untuk diamati dan dianalisa proses aliran air dan pencemaran pada aliran air tanah.

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Increasing of ground water pollutant urge to prevent and control it's resource, one of them is by studying it?s spreading mechanism. Understanding of infiltration and spreading at ground water should be done by using mathematic model and also physical model at laboratory and site. All of them have disadvantages which might fulfilled by another model. Such as physical model at laboratory is needed to validate mathematic model. Meanwhile, a protocol is needed to obtain repeatable result in modelling process. This research has a purpose to develop a protocol of physical model of pollutant spreading observation in stratified aquifer. Using three layers as a varian is assumed that the difference of flow at ground water can be observed clearly, which is called refraction. Then, the process of flow and pollutant spreading at ground water will be observed and analyzed."