{'fraction_non_alphanumeric': 0.012345679012345678, 'fraction_numerical': 0.0, 'mean_word_length': 5.293103448275862, 'pattern_counts': {'":': 0, '<': 0, '<?xml version=': 0, '>': 0, 'https://': 0, 'lorem ipsum': 0, 'www.': 0, 'xml': 0}, 'pii_count': 0, 'substrings_counts': 0, 'word_list_counts': {'cursed_substrings.json': 0, 'profanity_word_list.json': 0, 'sexual_word_list.json': 0, 'zh_pornsignals.json': 0}}
Highway traffic models for wireless networks

This paper studies highway vehicular traffic models for predicting call traffic model parameters in a wireless network. The first highway traffic model is characterized by a velocity field while the second is defined in terms of both the velocity field and vehicle density constraints. The models are applied to a one-dimensional highway to determine call traffic model parameters for a wireless network. A simulation model is developed for the two highway traffic models. Numerical results show that time-dependence and mobility of vehicles play important roles in determining the wireless network's performance. The results are useful for wireless network engineering and planning.